{"id":1428,"date":"2025-02-27T08:42:34","date_gmt":"2025-02-27T11:42:34","guid":{"rendered":"https:\/\/sites.usp.br\/geoinfrausp\/?page_id=1428"},"modified":"2025-06-16T13:58:02","modified_gmt":"2025-06-16T16:58:02","slug":"periodicos","status":"publish","type":"page","link":"https:\/\/sites.usp.br\/geoinfrausp\/periodicos\/","title":{"rendered":"Peri\u00f3dicos"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"1428\" class=\"elementor elementor-1428\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-da7f7a1 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"da7f7a1\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ea06f20\" data-id=\"ea06f20\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1d88f85 elementor-widget elementor-widget-heading\" data-id=\"1d88f85\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Artigos Publicados em Peri\u00f3dicos<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-26ff403 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"26ff403\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column 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elementor-element elementor-element-83b7d8d\" data-id=\"83b7d8d\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-335fac6 elementor-widget elementor-widget-heading\" data-id=\"335fac6\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2025<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-958ed09 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"958ed09\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4e3c80c\" data-id=\"4e3c80c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1ced9f8 elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"1ced9f8\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.mdpi.com\/2673-3161\/6\/2\/41\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PONCETTI, Bernardo Lopes; RUIZ, Dianelys Vega; ASSIS, Leandro Silva de; MACHADO, Lucas Bellini; SILVA, Tiago Borges da; AKINLALU, Ayokunle Adewale; FUTAI, Marcos Massao. Tunnel inspection review: normative practices and non-destructive method advancements for tunnels with concrete cover. Applied Mechanics, [s. l.], v. 6, n. 41, ed. 2, 4 jun. 2025.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bdd58b8 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"bdd58b8\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7f3b740\" data-id=\"7f3b740\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a6ae5e8 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"a6ae5e8\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pdf.sciencedirectassets.com\/271739\/1-s2.0-S0895981125X0002X\/1-s2.0-S0895981125000355\/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEPH%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLWVhc3QtMSJHMEUCIQCV11TzMxeW2jtD7hfRpXVKO4ESPy%2B0dMk5YqGal%2FWlTgIgNw8FJ6QKMjwVQleqRRiYpxLVatVeuttsdCywlNltBfQqswUIORAFGgwwNTkwMDM1NDY4NjUiDKpBP8WsMrcL9KLz0iqQBZV0fBnhwRG36kyRPQI9U5aHQtuDJGrJryqKUWQVXGdCvsNQ5rwidYYSE0W4%2B70oxo8BjFWawzYxKV9mqjynuq6tXuoPbYnnyGfrOf%2FSE8%2FtIDGA4B%2FVDuwCtw7R2e06SN4%2BfY72f0Na9E63GB3%2F0anr%2FgUM5LwMrN5bpXXNHSLXebRt0HJePsG6eLxYviA7Cyb0IBZsIKcDIGix%2FGsnxI7qvSMUsZsswOpVzY7UGwmfSVlMNJH9z%2BVu%2B5QWfkXfKvTEVO46NT3pcjQLYQI6Owi7hG2H4P8X9G3emSsK7V2zd%2FTyjyUvPRj9FpYa7GcHubFjQFoXoP8hQkj1%2FzFFbPjvwsCIhkdqIU8WSWo2E3cq0GxddmG5U%2B2XB6RCX1%2BnF2z%2FQcwuVgzsIstcenqR%2Bnvn1bclrg%2BWBwt9tr7Kz8qNrnchuC1lhOYCzM4tqW1tgD5hKrttFU9AKKstyqc%2FTEcdhfRaBBedXKN6DpTduvpstk5mQwUMD2RJooGjT2dH04uNQiwoTP5pDwnC%2FNQs13xy6K834hY2QXZXhDpw9cZQ4Wb2fI8it6fB5YHmUq%2BYiu2TeSJhufM5Im%2B%2FfumhaOfGLmWE59NWg81I%2BwX%2Fq1kdCaPcVTrxXM1suajJkmJGL84ID65r%2BspXwfbkTQnSg9kK5djWhrvyWV0D94nOvT6AhMszwPnVVwN8ErcvxhnXCsE8Cd31VsATSBjE8O9tS0oRcnHtGvL9gamrvBVaThIGTjYlSet%2FfI1SgcwuaihAmIlbUGLonWNYnnpJZNERsQ83DxUxbFZtz2jQwhJmS1g6cxHihDOqz7%2F%2FMeDKndhGjuJw9o3tods%2FLFtYzEKUuAjge9%2FOnMBvGUL3Tw5yFmTNMIXxqL4GOrEBH9tsyYkBrwdIwEWBWowIUEtMPJeeMHImsXxrD2gxOJGYRPDoFr7t1uF%2Fvc6wM9Y4eSFxoVYSAIcWgTQN3RpNZG%2FIibDGPsHAotRcXdxi61cx1tsXlnZ8AJh1OwQiQ3GIEeV1UaVuvTCNCpGAHrj074qLEcmFCtUIGwlfy4uhKki9PGWzRLvhA6XjdsbHSrzlvYiwauxhHMXbF9mqyEj7GusUMtFWj6wfLhszG6oKAUy%2F&#038;X-Amz-Algorithm=AWS4-HMAC-SHA256&#038;X-Amz-Date=20250307T005850Z&#038;X-Amz-SignedHeaders=host&#038;X-Amz-Expires=300&#038;X-Amz-Credential=ASIAQ3PHCVTYSXTM7JEO%2F20250307%2Fus-east-1%2Fs3%2Faws4_request&#038;X-Amz-Signature=8f613314e6b81c9d424e8191e7cab9c7242febac11c4ce8a0af743c85fc15752&#038;hash=bdddea94ec7aad0faa2658ad17115450114567ec14c0446584527d6045676dc2&#038;host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&#038;pii=S0895981125000355&#038;tid=spdf-2b91b3fe-b17f-4240-a284-35d53e5e2ee5&#038;sid=2b5684ca854a234cd87a4da-ffdd47ba40d6gxrqa&#038;type=client&#038;tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;ua=07145d530c5755525802&#038;rr=91c6258e1aeb51b3&#038;cc=br\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SOUSA, Marcos Tim\u00f3teo Rodrigues de; SILVA, Felipe Pacheco; FISCINA, Luiz Felipe Goulart; CORDEIRO, Winicius Brito; FUTAI, Marcos Massao. Analysis of land use and coverage and its relationships with slope instability events on the Caraj\u00e1s Railway: The case of the Pindar\u00e9 River Basin in the Brazilian Amazon biome. Journal of South American Earth Sciences, v. 154, p. 105373, mar. 2025. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-70244f0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"70244f0\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-da7c6c1\" data-id=\"da7c6c1\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-83f2145 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"83f2145\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pdf.sciencedirectassets.com\/271475\/1-s2.0-S0950061824X00446\/1-s2.0-S0950061824048360\/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEPH%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLWVhc3QtMSJIMEYCIQCkKCHQGQAP1SKbzs7%2FksfOjudlerMFQvUTTh55sIxFVAIhANFe7BrVqqylLVavTaj%2BBm73jSQF%2B%2Fdc35rq%2Frw5efXbKrMFCDoQBRoMMDU5MDAzNTQ2ODY1Igzik2ch%2FZDyJeBygNEqkAUgtrA9aDgW2fgjOofNcfiEj7QfjmFU9rVjTY8mEzpe0xsklHiGA14eTRsRYmLWTjggaomkbiLSLWK%2FQ%2B7wQrttE%2Fbpvt2CyoXR%2FhrZZgiHuYOH%2BEkJZPaFrsv1WxYrBAvDFlb%2BCx624ca0g2XtDWtJVTGINMgSJW1nZkm8O70qTMzrHYhPpcmTLkkf5FqepPV8lv%2Fnl4BPD0DXcr%2FHvliyTONSiHLYVHFl06DnEHu%2F5BVuQZCxwUFQGcGk34N1Bjb3lJqdGJfHvMCDp4lj5rjy5GoibnBmmO9p0feJYHjNKfDDKDQWjvYBmkBWWzXN8NNwcvMVrMvgyUX%2FSuRWZogILqDtgQTQp2nebp8XuVWFLCEBayuZz56BuHwAHVsVKYsVPKoe6Z3qya9oAZyGSwbleYJAmmGUc4VRElgx1oJA2XELOwp56a2b2xLp4LmytEq7%2F34ssRcALUgWEYQGrhkNUzF6kdNFVSngeWBQvHVmHJASTy9W3BLPOCi722%2FyGExhU1cDSEz4Q29O7YvkuCniWMwHH8l0gwwkdTSxYkmMm6Fy%2FAx4CRhTtcC6fmYnfvFauHcXc4ccMuU1Ex0QyVVvNzppRtPwMCeY0AM6AyZrfJk5NZxFSwoLYZo0YPEDiEOhcvdnvlrrfHgkdNHDy3YJ4Xrrdgm0nKeNTBSiY4SGmyT%2BbxtYByAtt6Gy31Sosi6s05m0tUrvU%2FmPNzv1S9nCp7ad9sNwE%2FzNcTNKZSfab0CXoKzxBrSMyk5rwWRtnv0%2FpmXjiLL8U1rPn%2BaP00PeM%2B4RfzTSHGO8ut7Am6XGmCgHLIiMFYUpqKd2jSMVcSAw3nkEXRGYdnoYigv%2FpVSLc900sRYPqqcdi5Y89tSVkzChg6m%2BBjqwAQSwyu9oMd1vK7pyUAA6Vw8cpMGaXG4Ey%2BOsmKVwYL7HlITLacI9WGNHPX4lefFjyod8p1EE1oKCHadofuhpfzPimo5LIhmPKMSLXRZDNL4xAmOTmXKZUk4oBtU%2F%2Fy3tMaVWrKrAZiC2hd6a2CbJAc3evVdxodotkn3Hqm6kg0vhNndXcJVQ8p5ZTWNJeSLZkavA7DAJ5M7v%2B8SPtvxVCCyTN50MFuAqgKKuccL3ApvE&#038;X-Amz-Algorithm=AWS4-HMAC-SHA256&#038;X-Amz-Date=20250307T011028Z&#038;X-Amz-SignedHeaders=host&#038;X-Amz-Expires=300&#038;X-Amz-Credential=ASIAQ3PHCVTY7QBUBBNE%2F20250307%2Fus-east-1%2Fs3%2Faws4_request&#038;X-Amz-Signature=7d3820e9ad4a928ab4e2df435d865701128159a8ad19bd396088fa87740e4b64&#038;hash=754bbdbe83f9e95354340ceff5442028c28306f7b351fb1f6b0359ebfffae481&#038;host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&#038;pii=S0950061824048360&#038;tid=spdf-e82f64ab-7f3a-4c37-90a9-42b3dba0ad7b&#038;sid=2b5684ca854a234cd87a4da-ffdd47ba40d6gxrqa&#038;type=client&#038;tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;ua=07145d530c5754515904&#038;rr=91c6369cfe80af1a&#038;cc=br&#038;kca=eyJrZXkiOiJybTFxWFBCTmlSc2xhNGZOa3g3T2pNSjZOU2ZXeUpUU1FkMlpWallOcUVDRkJ5ZmNTMnZ0UmRrNlJZYWRLQW4xQy92aHBmcFd3bFlBcUsxWVJZNDRheW5NTlpEMm43bzNXV3hiREpseHZIUkl4T09xS1VGekppWDA4L3pZb0crTXdWRUlDc3d6YmlvVkpCV1phMzNnYUlxNGN2NnFFMGwzam1vN2RTWGhKa3RHc29oL0ZRPT0iLCJpdiI6ImFjZWY3OTQ3NzQxMmZjNWYzYzEwZDE5MDg3ODgxN2IzIn0=_1741309978442\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PONCETTI, Bernardo Lopes; RUIZ, Dianelys Vega; FUTAI, Marcos Massao. GPR time-energy density analysis with complex wavelets for concrete data analysis. Construction and Building Materials, v. 458, p. 139694, 10 jan. 2025.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a4da077 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a4da077\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-6482652\" data-id=\"6482652\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-887df69 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"887df69\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pdf.sciencedirectassets.com\/272413\/1-s2.0-S0888327024X00163\/1-s2.0-S0888327024011750\/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEPL%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLWVhc3QtMSJIMEYCIQDcoI%2BTbg%2FqZVc4e9Al2g%2Bm%2BCb355IOOORNrS0FDoN14AIhAO%2FtTmQRPv6%2BPkt0%2FKJoMkB2T%2BwT9JwHHRyUX0qhg5i8KrIFCDsQBRoMMDU5MDAzNTQ2ODY1IgzuUQpouJdQX%2FqseRYqjwWokefxj%2FTXKoDlZpCWq%2BbpCnm5AIrNjnZeR0Z3AtnzhN1Et2HwFoVRmZB9%2BOesjE1yXj1GZfEMb74DemYG0091sjjrgAw2nEeNvSqoCh6ZgAGJpW7dTfGTYnocng0mCc26lOjE7Src3wKtxDApon3Wy34yJ1Wu%2B93hKpvPrnUlGtlq%2Fk3kiB%2BZ4dRt2OBFp%2Blc4P1Fdge3oSKF2h24O06cbPZQEg0HFeQtX853IcIMxlK%2BzsS219c9IqN4RcsPZQt4%2Bn4XkQpzmJ6WaWxw%2B6iDGrGWm1rD7vnEcj%2F%2BmdqMEKrL8SMszF73YJuUS4XKR3KjkgU9Svik9Imd8Ky6AbBfix0dJno0b3aan%2FuFE0synCopGv%2BSwbs9oz5V1eYxHILevbek%2Fmz9wmJOS1UQy1OV3HrNcvLk31pyIDs9%2F%2F%2FrgyWvH2cPnbQ%2BrEuajgW6FiqPGvfuG%2Bb1Ko6IUkgqwGC2MaCfXRDRmvxbKu8QQk2fUi7lru2YCoBBf7myPUovp7Mmp36tABiDO6X5%2FZu6C1rwtbUcmC6G%2BTJu6EqAuCsFnHgJv2gXGFk6OLsf0aIPOLQSy0p0onCgcaTF%2FVGMVGyWdlrRtlXk7UDhiCh9hpO6CYwwchm4lkzVygdHs3LI3H0hqODsn%2BWGJ82rPYnYRfUCj5FpQK%2Bc%2F6AJEiCxKTpTFSIEU0N%2Be94IShwGQejrQ914dId2z0eneNN3JFVQWHdE7hnuouDPf1sVj3%2FzsXGQdpHF3Rd%2BzoenlIgXdTMfTvPOyjA3cxPEN%2Bw1Ee%2FJerCub7%2BiwX7Yw2yxxzZFhgqwN%2BuvLnnQkx4%2FfNk9SeHXbqxucVEjc%2BxSTPPzsjdMbBEmo1uI%2BPHtGogFK%2BA6tHOXMOejqb4GOrABlL3wmC96fxHQVD9ZgGByv0GaKHaJvsl6yVfI8s4r6%2F6JixDk5lsuxCt1Z%2FxIuMHNVJkkKrNX6pO1fgZulxkreQfUeeg2NJyKieBf7svkCrCaLbK2Qec%2BlIdUEJEZX5JEXVpY4v%2Bkq%2BUceCWzYivdwpt%2BVnlVYnASFcyKVKsWaffvVNp7LesHBA9DslTSFXFMPsS9U%2FO8rpqXGl%2FjUDut2myPBi1C8re0%2FMJ%2FbPGN9%2Fg%3D&#038;X-Amz-Algorithm=AWS4-HMAC-SHA256&#038;X-Amz-Date=20250307T022128Z&#038;X-Amz-SignedHeaders=host&#038;X-Amz-Expires=299&#038;X-Amz-Credential=ASIAQ3PHCVTYZMSRP72Y%2F20250307%2Fus-east-1%2Fs3%2Faws4_request&#038;X-Amz-Signature=2c99b78646035d9e0752faac84b48fb27e034f08a174b5d5de7ce53e557907c9&#038;hash=6c537f8075f29e383f6273ebfad2775f40f8e2d9f365e51bfbc1200fb90b1e1b&#038;host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&#038;pii=S0888327024011750&#038;tid=spdf-85f07e1b-7402-4544-81c6-3b7a475f600a&#038;sid=2b5684ca854a234cd87a4da-ffdd47ba40d6gxrqa&#038;type=client&#038;tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&#038;ua=07145d530c575e025902&#038;rr=91c69e9e49d7f1e9&#038;cc=br\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">VEGA RUIZ, Dianelys; CABRAL DE BRAGAN\u00c7A, C\u00e1ssio Scarpelli; PONCETTI, Bernardo Lopes; BITTENCOURT, T\u00falio Nogueira; FUTAI, Marcos Massao. Structural damage detection for a small population of nominally equal beams using PSO-optimized Convolutional Neural Networks. Mechanical Systems and Signal Processing, v. 225, p. 112276, 15 fev. 2025.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7d3e191 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7d3e191\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-920442e\" data-id=\"920442e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-15f44a2 elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"15f44a2\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1590\/S1983-41952025000300003\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">GAMINO, Andr\u00e9 Lu\u00eds; SANTOS, Ruan Richelly; BITTENCOURT, T\u00falio Nogueira; FUTAI, Marcos Massao. Dynamic analysis of railway bridges incorporating soil-structure interaction. Revista IBRACON de Estruturas e Materiais, v. 18, n. 3, p. e18303, 2025. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c872dea elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c872dea\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-058f57e\" data-id=\"058f57e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f3857d9 elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"f3857d9\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1590\/S1983-41952025000200007\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PONCETTI, Bernardo Lopes; RUIZ, Dianelys Vega; ASSIS, Leandro Silva de; MACHADO, Lucas Bellini; DOMINGUES, Aline Bensi; FUTAI, Marcos Massao. An overview of Brazilian concrete tunnel inspection practices and international procedures. Revista IBRACON de Estruturas e Materiais, v. 18, n. 2, p. e18207, 2025.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c16ef4d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c16ef4d\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-df4aba1\" data-id=\"df4aba1\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f3d943d elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"f3d943d\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.3390\/s25020324\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SILVEIRA, Rodrigo Moraes da; BURAS, Marcelo; PEREIRA FILHO, Andr\u00e9 Luiz Delmondes; FERNANDES, Juliana Ferreira; FUTAI, Marcos Massao. Laboratory tests using distributed fiber optical sensors for strain monitoring. Sensors, v. 25, n. 2, p. 324, 2025.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-530cc1c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"530cc1c\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4f98c36\" data-id=\"4f98c36\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9418110 elementor-widget elementor-widget-heading\" data-id=\"9418110\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2024<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7dbad75 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7dbad75\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-df7274d\" data-id=\"df7274d\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9e1b85c elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"9e1b85c\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.tust.2023.105544\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">MACHADO, Lucas Bellini; FUTAI, Marcos Massao. Tunnel performance prediction through degradation inspection and digital twin construction. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, [s. l.], v. 144, n. 105544, 2024<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-0170722 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"0170722\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ade8e64\" data-id=\"ade8e64\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-67b9582 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"67b9582\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2023.105753\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">VEGA RUIZ, Dianelys; BRAGAN\u00c7A, C\u00e1ssio Scarpelli Cabral de; PONCETTI, Bernardo Lopes; BITTENCOURT, T\u00falio Nogueira; FUTAI, Marcos Massao. Vibration-based structural damage detection strategy using FRFs and machine learning classifiers. Structures, v. 59, p. 105753, jan. 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-07089e6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"07089e6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c80e336\" data-id=\"c80e336\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e4cf585 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"e4cf585\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.conbuildmat.2024.135776\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">LOZ, P. H. F.; REBMANN, M.; FUTAI, M. M.; TUTUMLUER, E.; ANGULO, S. C. Volumetric surface area of natural coarse aggregates by interferometry-3D scanning (microscale) method. Construction and Building Materials, v. 422, p. 135776, 5 abr. 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-dee098c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"dee098c\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7f55d90\" data-id=\"7f55d90\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d23c84e elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"d23c84e\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-024-02769-6\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">BALDOVINO, Jair de Jes\u00fas Arrieta; DELMONDES FILHO, Andr\u00e9 Luiz; FUTAI, Marcos Massao; MERA, Mateus. Site characterization and laboratory testing of unsaturated quartz sand under cyclic loads. Geotechnical and Geological Engineering, v. 42, p. 4001\u20134021, 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1f4b18e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1f4b18e\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-706c785\" data-id=\"706c785\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c1b94b5 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"c1b94b5\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118310\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FERREIRA, Yna\u00ea Almeida; VERNIZZI, Guilherme Jorge; FUTAI, Marcos Massao; FRANZINI, Guilherme Rosa. Modeling strategies for wind turbines considering soil\u2013structure interaction. Ocean Engineering, v. 309, p. 118310, 1 out. 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5839e27 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5839e27\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-763cb24\" data-id=\"763cb24\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c529f5d elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"c529f5d\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.3390\/app14135656\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">BALDOVINO, Jair de Jes\u00fas Arrieta; NU\u00d1EZ DE LA ROSA, Yamid E.; FUTAI, Marcos Massao. Geomechanical characterization of a Brazilian experimental site: Testing, interpretation, and material properties. Applied Sciences, v. 14, n. 5656, 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7ae15c1 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7ae15c1\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-2cd2f43\" data-id=\"2cd2f43\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-dd36311 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"dd36311\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1051\/e3sconf\/202454407002\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ALMEIDA, M\u00e1rcio de Sousa Soares de; BARRA, Maria Fernanda Wamser; GOMES, Naiala Fidelis; GOMES, Jos\u00e9 Wedney Pereira; ALMEIDA, Maria Casc\u00e3o Ferreira de; FUTAI, Marcos Massao. Centrifuge modelling of monotonic and cyclic lateral responses of monopiles in quartz and carbonate sands. E3S Web of Conferences, v. 544, p. 07002, 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9d40f6d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9d40f6d\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-401610f\" data-id=\"401610f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0924d3a elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"0924d3a\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1080\/10168664.2024.2368220\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">RAKOCZY, Anna M.; RIBEIRO, Diogo; HOSKERE, Vedhus; NARAZAKI, Yasutaka; OLASZEK, Piotr; KARWOWSKI, Wojciech; CABRAL, Rafael; GUO, Yanlin; FUTAI, Marcos Massao; MILILLO, Pietro; SANTOS, Ricardo; TRIAS, Adriana; GONZALEZ, Luis; MATOS, Jos\u00e9 Campos; SCHMIDT, Franziska. Technologies and platforms for remote and autonomous bridge inspection \u2013 review. Structural Engineering International, [s.l.], Published online: 12 Sep. 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a87ff65 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a87ff65\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-58d21f9\" data-id=\"58d21f9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c48b206 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"c48b206\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1520\/GTJ20230399\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PL\u00c1CIDO, Rafael Ribeiro; PORTELINHA, Fernando Henrique Martins; FUTAI, Marcos Massao; SOUZA, Tiago de Jesus. Effect of testing mechanisms on the load-strain-time behavior of geosynthetic reinforcements. Geotechnical Testing Journal, Nov. 2024, v. 47, n. 6, p. 1243-1259.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ad92536 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ad92536\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-44f3737\" data-id=\"44f3737\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9a383ce elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"9a383ce\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1080\/15732479.2024.2425762\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">GAMINO, Andr\u00e9 Lu\u00eds; HUNE, Rafael Petille; SANTOS, Ruan Richelly; BRAGAN\u00c7A, C\u00e1ssio Scarpelli Cabral de; BITTENCOURT, T\u00falio Nogueira; CARVALHO, Hermes; FUTAI, Marcos Massao. Dynamic analysis of a pedestrian bridge using monitoring and computational techniques. Structure and Infrastructure Engineering, [s.l.], 2024. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b7a82d6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b7a82d6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-bf56b1c\" data-id=\"bf56b1c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b3a1f97 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"b3a1f97\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/link.springer.com\/article\/10.1007\/s40891-024-00571-1\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SIACARA, A. T.; NAPA-GARC\u00cdA, G. F.; BECK, A. T.; FUTAI, M. M. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, [S.l.], v. 10, art. 59, p. 1-15, 9 jun. 2024.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f7b2d03 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f7b2d03\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7c9919e\" data-id=\"7c9919e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-fe4ed4a elementor-widget elementor-widget-heading\" data-id=\"fe4ed4a\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2023<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f28432f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f28432f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-0861db5\" data-id=\"0861db5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-72eb1b1 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"72eb1b1\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1590\/S1983-41952023000100003\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">TORIUMI, Fabio Yukio; BITTENCOURT, T\u00falio Nogueira; FUTAI, Marcos Massao. UAV-based inspection of bridge and tunnel structures: an application review \/ Inspe\u00e7\u00e3o de estruturas de pontes e t\u00faneis baseada em VANTs: uma revis\u00e3o das aplica\u00e7\u00f5es. Revista IBRACON de Estruturas e Materiais, v. 16, n. 1, e16103, 2023.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-65acdff elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"65acdff\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ff246ff\" data-id=\"ff246ff\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5b814f8 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"5b814f8\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1061\/PPSCFX.SCENG-1261\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">GAMINO, Andr\u00e9 Lu\u00eds; AMARAL, Marcel Almeida do; MENEZES, Gabriela Vieira; BITTENCOURT, T\u00falio Nogueira; FUTAI, Marcos Massao. Soil-Structure Interaction Approach of a Timber-Concrete Composite Pedestrian Bridge. Practice Periodical on Structural Design and Construction, v. 28, n. 3, 2023. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-15aab53 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"15aab53\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-d3e146a\" data-id=\"d3e146a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d4a8822 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"d4a8822\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.soilsandrocks.com\/sr-2023-005823\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ARA\u00daJO, Gabriel Raykson Matos Brasil de; CORSI, Alessandra Cristina; MACEDO, Eduardo Soares de; FUTAI, Marcos Massao. Application of digital technologies in landslide prediction, mapping, and monitoring. Soils and Rocks, v. 46, n. 4, Special Issue: COBRAE 2022 (Invited Editors: R.Q. Coutinho, I.F. Gomes), out.\/dez. 2023. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a75c76f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a75c76f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-3b83794\" data-id=\"3b83794\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1657211 elementor-widget elementor-widget-heading\" data-id=\"1657211\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2022<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-084843a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"084843a\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-d14c72c\" data-id=\"d14c72c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-af8e8ae elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"af8e8ae\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/link.springer.com\/article\/10.1007\/s11668-022-01355-3\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">HALABI, A. L. M.; SIACARA, A. T.; SAKANO, V. K.; PILEGGI, R. G.; FUTAI, M. M. Tailings dam failures: a historical analysis of the risk. Journal of Failure Analysis and Prevention, v. 22, p. 464-477, 15 fev. 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-34159e9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"34159e9\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-98e1deb\" data-id=\"98e1deb\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-467b03d elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"467b03d\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s42452-022-04980-7\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SIACARA, A. T.; NAPA-GARC\u00cdA, G. F.; BECK, A. T.; FUTAI, M. M. Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, [s.l.], 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f15ec7a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f15ec7a\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-debc7d2\" data-id=\"debc7d2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-87a9f95 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"87a9f95\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1590\/S1983-41952022000500001\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SIACARAA, Adrian Torrico; PELLIZZER, Giovanni Pais; BECK, Andr\u00e9 Te\u00f3filo; FUTAI, Marcos Massao. Reliability-based design optimization of a concrete dam: Otimiza\u00e7\u00e3o de projeto baseada em confiabilidade de uma barragem de concreto. Revista IBRACON de Estruturas e Materiais, v. 15, n. 5, e15501, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2d62162 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2d62162\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ab29c71\" data-id=\"ab29c71\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1493d52 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"1493d52\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.trgeo.2022.100761\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CASTRO, G.; PIRES, J.; MOTTA, R.; BERNUCCI, L.; FORTUNATO, E.; FUTAI, M. Evaluating environmental effects on the structural behavior of the railroad track subgrade considering different sub-ballast design solutions. Transportation Geotechnics, v. 34, p. 100761, maio 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-992b5ef elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"992b5ef\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e4b91e1\" data-id=\"e4b91e1\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f4746b1 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"f4746b1\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1080\/15732479.2022.2063908\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, Marcos Massao; BITTENCOURT, Tulio N.; CARVALHO, Hermes; RIBEIRO, Duperron M. Challenges in the application of digital transformation to inspection and maintenance of bridges. Structure and Infrastructure Engineering, v. 18, n. 10\u201311, p. 1581\u20131600, 2022. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ee02018 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ee02018\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-91c0cb4\" data-id=\"91c0cb4\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-4fc6336 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"4fc6336\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1590\/S1983-41952022000500008\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">NARDELLI, Andrei; FUTAI, Marcos Massao. Assessment of Brazilian onshore wind turbines foundations. Revista IBRACON de Estruturas e Materiais, v. 15, n. 5, e15508, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-adb6815 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"adb6815\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-3a499dd\" data-id=\"3a499dd\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0acf333 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"0acf333\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.geotexmem.2022.04.004\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">NUNES, G. B.; PORTELINHA, F. H. M.; FUTAI, M. M.; YOO, C. Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls. Geotextiles and Geomembranes, v. 50, p. 807-824, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2af3314 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2af3314\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-fd70036\" data-id=\"fd70036\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6d074f7 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"6d074f7\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s10706-022-02144-3\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CASTRO, G. B.; SIACARA, A. T.; NARDELLI, A.; LENZI, L.; FUTAI, M. M. Numerical analysis of infiltration in one-dimensional unsaturated soil\u2013geotextile column. Geotechnical and Geological Engineering, v. 40, p. 4121\u20134144, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e941d9a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e941d9a\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c8e1626\" data-id=\"c8e1626\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3333762 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"3333762\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s00603-022-02966-w\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. A practical method for estimating the volumetric intensity of non\u2011persistent discontinuities on rock exposures. Rock Mechanics and Rock Engineering, v. 55, p. 6063\u20136078, 2022. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-851875b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"851875b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-18b00f6\" data-id=\"18b00f6\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3132775 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"3132775\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.14359\/51734686\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">BASTOS, A. A.; SILVA, N. V.; MONTICELLI, J. P.; FUTAI, M. M.; TAVARES, L. M.; ANGULO, S. C. Strength variability and its relationship with microstructure of coarse granite aggregates. Materials Journal, v. 119, n. 4, p. 63-73, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c7adc9e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c7adc9e\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-bf957f2\" data-id=\"bf957f2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a9d24ba elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"a9d24ba\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s40868-022-00116-z\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FERREIRA, Yna\u00ea Almeida; VERNIZZI, Guilherme Jorge; FUTAI, Marcos Massao; FRANZINI, Guilherme Rosa. A reduced-order model to predict the natural frequencies of offshore wind turbines considering soil\u2013structure interaction. Marine Systems & Ocean Technology, v. 17, p. 80-94, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6eeb3f9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6eeb3f9\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4ed6029\" data-id=\"4ed6029\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-071cda4 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"071cda4\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s00603-022-03141-x\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">VIZINI, V\u00edtor Oliveira Santos; FUTAI, Marcos Massao. Mode I fracture toughness determination of rock and concrete via pull-off test. Rock Mechanics and Rock Engineering, v. 56, p. 1305\u20131319, 2022.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5b40331 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5b40331\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-6a0e83e\" data-id=\"6a0e83e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ad03ed3 elementor-widget elementor-widget-heading\" data-id=\"ad03ed3\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2021<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-04c5686 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"04c5686\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-b5fdad2\" data-id=\"b5fdad2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6f1f67b elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"6f1f67b\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/jgein.20.00025\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PORTELINHA, F. H. M.; SANTOS, M. C.; FUTAI, M. M. A laboratory device to evaluate geosynthetic load\u2013strain behaviour in MSE walls. Geosynthetics International, v. 28, n.1, 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-719d346 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"719d346\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7d58f1e\" data-id=\"7d58f1e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-4580909 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"4580909\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.sandf.2020.10.009\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, Marcos Massao; HAIGH, Stuart K.; MADABHUSHI, Gopal S.P. Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling. Soils and Foundations, v. 61, p. 50-63, 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e052adc elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e052adc\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-eb10d1c\" data-id=\"eb10d1c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b078bf7 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"b078bf7\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.geotexmem.2021.05.006\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PORTELINHA, F. H. M.; SANTOS, M. C.; FUTAI, M. M. A laboratory evaluation of reinforcement loads induced by rainfall infiltration in geosynthetic mechanically stabilized earth walls. Geotextiles and Geomembranes, v. 49, p. 1427\u20131439, 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c8272b0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c8272b0\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-1813cdc\" data-id=\"1813cdc\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0033c1a elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"0033c1a\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.conbuildmat.2021.123646\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">LOZ, P. H. F.; MONTICELLI, J. P.; FUTAI, M. M.; TUTUMLUER, E.; LANGE, D. A.; ANGULO, S. C. Roughness of natural aggregates by interferometry and its microstructure. Construction and Building Materials, v. 297, p. 123646, 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7bdaa58 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7bdaa58\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-f09c293\" data-id=\"f09c293\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6b6b81c elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"6b6b81c\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s12665-021-09687-3\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">MONTICELLI, Jo\u00e3o Paulo; S\u00cdGOLO, Joel Barbujiani; FUTAI, Marcos M. On weathering understanding and its characterization by petrographic indices: a study case about the criterion establishment for the textural classification of rock-forming minerals under weathering. Environmental Earth Sciences, v. 80, n. 408, 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a33cdc0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a33cdc0\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-558b80e\" data-id=\"558b80e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-79f1411 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"79f1411\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.engfracmech.2021.108007\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">VIZINI, V\u00edtor Oliveira Santos; FUTAI, Marcos Massao. Mode II fracture toughness determination of rock and concrete via Modified Direct Shear Test. Engineering Fracture Mechanics, v. 257, p. 108007, nov. 2021.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4caff08 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4caff08\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-90d0a4f\" data-id=\"90d0a4f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-37e18fd elementor-widget elementor-widget-heading\" data-id=\"37e18fd\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2020<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-dda32d9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"dda32d9\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-0269b01\" data-id=\"0269b01\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b59664d elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"b59664d\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.compgeo.2019.103336\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SIACARAA, A. T.; BECK, A. T.; FUTAI, M. M. Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, v. 118, p. 10333, 2020.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-267cba6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"267cba6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e7aa6bd\" data-id=\"e7aa6bd\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6b97415 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"6b97415\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.jrmge.2019.07.012\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SIACARA, A. T.; NAPA-GARC\u00cdA, G. F.; BECK, A. T.; FUTAI, M. M. Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, v. 12, p. 366-380, 2020. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e8d8105 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e8d8105\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-51481e8\" data-id=\"51481e8\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ff69e28 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"ff69e28\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/jgein.20.00003\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ALBINO, U. R.; PORTELINHA, F. H. M.; FUTAI, M. M. Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction. Geosynthetics International, v. 27, n. 4, p. 394-413, Aug. 2020.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2032d5f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2032d5f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-766d924\" data-id=\"766d924\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-30a1c6c elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"30a1c6c\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)GM.1943-5622.0001714\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">VIZINI, V\u00edtor Oliveira Santos; CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Numerical assessment of factors influencing the tensile strength of rocks via pull-off test. International Journal of Geomechanics, v. 20, n. 7, 2020. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3df3a62 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3df3a62\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-1694cc5\" data-id=\"1694cc5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7d3116a elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"7d3116a\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s00603-020-02292-z\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. The influence of fresh and weathered rock foliation on the stability of the Monte Seco Tunnel. Rock Mechanics and Rock Engineering, v. 54, p. 537\u2013558, 2020.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-d331942 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"d331942\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-cbc4f7d\" data-id=\"cbc4f7d\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8bb4172 elementor-widget elementor-widget-heading\" data-id=\"8bb4172\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2019<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f2ab4b1 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f2ab4b1\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-05ebc02\" data-id=\"05ebc02\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ff90901 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"ff90901\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.compgeo.2018.12.006\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ALBINO, U. R.; PORTELINHA, F. H. M.; ZORNBERG, J. G.; FUTAI, M. M. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Computers and Geotechnics, v. 108, p. 27-39, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c4c727a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c4c727a\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-142e9e3\" data-id=\"142e9e3\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-efd4fc7 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"efd4fc7\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.tust.2018.12.022\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">RASMUSSEN, Leandro L.; CACCIARI, Pedro P.; FUTAI, Marcos M.; FARIAS, M\u00e1rcio M. de; ASSIS, Andr\u00e9 P. de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, v. 85, p. 282-293, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7871213 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7871213\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-3d9e803\" data-id=\"3d9e803\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a5db5fc elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"a5db5fc\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.tust.2019.102995\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FARAHANI, Behzad V.; BARROS, Francisco; SOUSA, Pedro J.; CACCIARI, Pedro P.; TAVARES, Paulo J.; FUTAI, Marcos M.; MOREIRA, Pedro. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology, v. 91, p. 102, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9f53953 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9f53953\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4a39b01\" data-id=\"4a39b01\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1fd4a79 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"1fd4a79\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.sandf.2019.05.013\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">NARDELLI, Andrei; CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Sand\u2013concrete interface response: The role of surface texture and confinement conditions. Soils and Foundations, v. 59, p. 1675\u20131694, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f9cc70b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f9cc70b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-deff083\" data-id=\"deff083\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c9a13fd elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"c9a13fd\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s10064-019-01625-9\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">MONTICELLI, Jo\u00e3o P.; RIBEIRO, Rog\u00e9rio; FUTAI, Marcos. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades. Bulletin of Engineering Geology and the Environment, v. 79, p. 1381\u20131397, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9a382b9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9a382b9\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-90a09ec\" data-id=\"90a09ec\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-296fc44 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"296fc44\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.ijrmms.2019.104143\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Effects of mica content on rock foliation strength. International Journal of Rock Mechanics and Mining Sciences, v. 124, p. 104143, 2019.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f7133f6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f7133f6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-13d41c5\" data-id=\"13d41c5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ee9a321 elementor-widget elementor-widget-heading\" data-id=\"ee9a321\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2018<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-18e09bf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"18e09bf\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4c88860\" data-id=\"4c88860\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d11cab0 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"d11cab0\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/jgein.18.00003\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">PL\u00c1CIDO, R.; PORTELINHA, F. H. M.; FUTAI, M. M. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls. Geosynthetics International, v. 25, n. 2, p. [p\u00e1ginas], 2018.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7f212e0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7f212e0\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-eb98599\" data-id=\"eb98599\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ec5b1ef elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"ec5b1ef\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.ijrmms.2018.03.011\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Assessing the tensile strength of rocks and geological discontinuities via pull-off tests. International Journal of Rock Mechanics and Mining Sciences, v. 105, p. 44\u201352, 2018.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c96109f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c96109f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ff834af\" data-id=\"ff834af\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0dff5c7 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"0dff5c7\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.soildyn.2018.08.007\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, Marcos Massao; DONG, Jing; HAIGH, Stuart K.; MADABHUSHI, S. P. Gopal. Dynamic response of monopiles in sand using centrifuge modelling. Soil Dynamics and Earthquake Engineering, v. 115, p. 90-101, 2018.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-196f5c3 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"196f5c3\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-923b02c\" data-id=\"923b02c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6eb86dc elementor-widget elementor-widget-heading\" data-id=\"6eb86dc\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2017<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-352cc89 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"352cc89\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-b164d6a\" data-id=\"b164d6a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ceee5e9 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"ceee5e9\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s00603-017-1166-6\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks. Rock Mechanics and Rock Engineering, v. 50, p. 1217\u20131242, 20 jan. 2017.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-01e474c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"01e474c\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-9a64bd2\" data-id=\"9a64bd2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0416773 elementor-widget elementor-widget-heading\" data-id=\"0416773\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2016<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5e6d67f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5e6d67f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e07090b\" data-id=\"e07090b\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e20b20b elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"e20b20b\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.ijrmms.2019.104143\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Mapping and characterization of rock discontinuities in a tunnel using 3D terrestrial laser scanning. Bulletin of Engineering Geology and the Environment, [s.l.], v. 75, p. 223\u2013237, 2016.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1b7e471 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1b7e471\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-74b851f\" data-id=\"74b851f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b965c5a elementor-widget elementor-widget-heading\" data-id=\"b965c5a\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2015<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-098e847 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"098e847\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c9784c4\" data-id=\"c9784c4\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f555fc6 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"f555fc6\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/jgein.15.00024\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">AVESANI NETO, J. O.; BUENO, B. S.; FUTAI, M. M. Evaluation of a calculation method for embankments reinforced with geocells over soft soils using finite-element analysis. Geosynthetics International, v. 22, n. 6, p. 439-472, 2015.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-66a92eb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"66a92eb\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-0b6762e\" data-id=\"0b6762e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2216889 elementor-widget elementor-widget-heading\" data-id=\"2216889\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2013<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6131ab2 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6131ab2\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-63877e9\" data-id=\"63877e9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-92a8c12 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"92a8c12\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/gein.13.00007\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">AVESANI NETO, J. O.; BUENO, B. S.; FUTAI, M. M. A bearing capacity calculation method for soil reinforced with a geocell. Geosynthetics International, v. 20, n. 3, p. [p\u00e1ginas], 2013.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ea75afb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ea75afb\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-d5c0452\" data-id=\"d5c0452\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-305c7f4 elementor-widget elementor-widget-heading\" data-id=\"305c7f4\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2012<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b106f6f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b106f6f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-da6f2d2\" data-id=\"da6f2d2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-65b7221 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"65b7221\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/geng.10.00050\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ALMEIDA, Marcio S. S.; RIOS FILHO, Marcelo G.; FUTAI, Marcos M.; RICCIO FILHO, Mario. Laboratory and in situ studies on a compacted clayey silt fill. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 165, n. 2, p. 107-119, Apr. 2012.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-af5742f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"af5742f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-9841c9b\" data-id=\"9841c9b\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-66981aa elementor-widget elementor-widget-heading\" data-id=\"66981aa\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2011<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2534d9d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2534d9d\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-5165abd\" data-id=\"5165abd\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-bcc2779 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"bcc2779\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1016\/j.matlet.2011.02.032\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">SHIRAKAWA, M\u00e1rcia Aiko; KAMINISHIKAWAHARA, Katia Kaori; JOHN, Vanderley Moacyr; KAHN, Henrique; FUTAI, Marcos Massao. Sand bioconsolidation through the precipitation of calcium carbonate by two ureolytic bacteria. Materials Letters, v. 65, n. 11, p. 1730-1733, 15 jun. 2011.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-8e95bdf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"8e95bdf\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-baa64bc\" data-id=\"baa64bc\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f706b18 elementor-widget elementor-widget-heading\" data-id=\"f706b18\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2006<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5c08c13 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5c08c13\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4f05804\" data-id=\"4f05804\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-336cc24 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"336cc24\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1061\/40802(189)98\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, M. M.; ALMEIDA, M. S. S.; LACERDA, W. A. The shear strength of unsaturated tropical soils in Ouro Preto, Brazil. In: UNSATURATED SOILS 2006. <\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7ff0deb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7ff0deb\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e4f3fa9\" data-id=\"e4f3fa9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b4073e5 elementor-widget elementor-widget-heading\" data-id=\"b4073e5\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2005<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2786686 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2786686\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ada21c9\" data-id=\"ada21c9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-297fcf4 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"297fcf4\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1680\/geot.2005.55.3.201\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, M. M.; ALMEIDA, M. S. S. An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil. G\u00e9otechnique, v. 55, n. 3, p. 201-213, abr. 2005.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a7fbc13 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a7fbc13\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e575c39\" data-id=\"e575c39\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1f40d8b elementor-widget elementor-widget-heading\" data-id=\"1f40d8b\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">2004<\/h4>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f07e611 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f07e611\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ae1a1f4\" data-id=\"ae1a1f4\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5ae5ca0 elementor-list-item-link-inline elementor-icon-list--layout-traditional elementor-widget elementor-widget-icon-list\" data-id=\"5ae5ca0\" data-element_type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)1090-0241(2004)130:11(1169)\" target=\"_blank\">\n\n\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-download\"><\/i>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">FUTAI, M. M.; ALMEIDA, M. S. S.; LACERDA, W. A. Yield, strength, and critical state behavior of a tropical saturated soil. Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 11, p. [n\u00famero das p\u00e1ginas], 15 out. 2004.<\/span>\n\t\t\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2a01a94 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2a01a94\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-83ea527\" data-id=\"83ea527\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a593ee1 elementor-widget elementor-widget-heading\" data-id=\"a593ee1\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Cap\u00edtulos de Livros<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Artigos Publicados em Peri\u00f3dicos 2025 PONCETTI, Bernardo Lopes; RUIZ, Dianelys Vega; ASSIS, Leandro Silva de; MACHADO, Lucas Bellini; SILVA, Tiago Borges da; AKINLALU, Ayokunle Adewale; FUTAI, Marcos Massao. Tunnel inspection review: normative practices and non-destructive method advancements for tunnels with concrete cover. Applied Mechanics, [s. l.], v. 6, n. 41, ed. 2, 4 jun. 2025. [&hellip;]<\/p>\n","protected":false},"author":23240,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-1428","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/pages\/1428","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/users\/23240"}],"replies":[{"embeddable":true,"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/comments?post=1428"}],"version-history":[{"count":4,"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/pages\/1428\/revisions"}],"predecessor-version":[{"id":2506,"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/pages\/1428\/revisions\/2506"}],"wp:attachment":[{"href":"https:\/\/sites.usp.br\/geoinfrausp\/wp-json\/wp\/v2\/media?parent=1428"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}