{"id":5,"date":"2023-09-11T13:27:58","date_gmt":"2023-09-11T17:27:58","guid":{"rendered":"https:\/\/web.uri.edu\/geotechnical\/home\/"},"modified":"2025-10-06T10:16:54","modified_gmt":"2025-10-06T14:16:54","slug":"home","status":"publish","type":"page","link":"https:\/\/web.uri.edu\/geotechnical\/","title":{"rendered":"Geotechnical Facilities"},"content":{"rendered":"\n<figure class=\"wp-block-image size-full is-resized is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"600\" height=\"400\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15085_00_N66_webview.jpg\" alt=\"\" class=\"wp-image-34\" style=\"object-fit:cover;width:957px;height:auto\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15085_00_N66_webview.jpg 600w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15085_00_N66_webview-300x200.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15085_00_N66_webview-364x243.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15085_00_N66_webview-500x333.jpg 500w\" sizes=\"auto, (max-width: 600px) 100vw, 600px\" \/><figcaption class=\"wp-element-caption\">The Fascitelli Center for Advanced Engineering was completed in 2018.<\/figcaption><\/figure>\n\n\n\n<p class=\"fullwidth\">The geotechnical engineering facilities at URI include a wide range of equipment and resources to support both research and teaching activities. The facilities include an advanced soil testing laboratory, Cone Penetration Testing (CPT) rig, pile and anchor load testing equipment, a geotechnical field test site on the URI campus, surface wave testing equipment, access to marine vessels and coring equipment, and access to numerical analysis software. Meet our faculty and more information on the <a href=\"https:\/\/web.uri.edu\/engineering\/about\/civil-environmental-engineering\/\">URI Department of Civil and Environmental Engineering.<\/a><\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"468\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/17.jpg\" alt=\"\" class=\"wp-image-12\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/17.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/17-300x225.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/17-364x273.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/17-500x375.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Advanced Soil Testing Lab<\/strong><br>Capabilities include triaxial stress path testing with flow pumps, measurement of shear wave velocity using bender elements, both incremental load and constant-rate-of-strain consolidation tests, and cyclic direct simple shear and constant normal stiffness tests.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"468\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15.jpg\" alt=\"\" class=\"wp-image-14\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15-300x225.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15-364x273.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/15-500x375.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Seismic Cone Penetration (CPT) Rig<\/strong><br>Student preparing the 10-ton, URI CPT rig to perform seismic cone testing.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"268\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/12-e1758829430221.jpg\" alt=\"\" class=\"wp-image-15\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/12-e1758829430221.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/12-e1758829430221-300x129.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/12-e1758829430221-364x156.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/12-e1758829430221-500x215.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Pile and Anchor Load Testing Equipment<\/strong><br>Pile load tests on groups of helical anchors at the URI Allen Harbor Educational Facility.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"777\" height=\"563\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical.jpg\" alt=\"\" class=\"wp-image-27\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical.jpg 777w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical-300x217.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical-768x556.jpg 768w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical-364x264.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/geotechnical-500x362.jpg 500w\" sizes=\"auto, (max-width: 777px) 100vw, 777px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Geotechnical Field Test Site at URI<\/strong><br>Vertical load testing of a prototype anchor system at the URI&#8217;s Geotechnical Field Testing Site located at Peckham Farm.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"468\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/8.jpg\" alt=\"\" class=\"wp-image-16\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/8.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/8-300x225.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/8-364x273.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/8-500x375.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Surface Wave Testing Equipment<\/strong><br>MASW testing equipment deployed on the crest of the Gainer Dam in Rhode Island.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"468\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/7.jpg\" alt=\"\" class=\"wp-image-17\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/7.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/7-300x225.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/7-364x273.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/7-500x375.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Access to Marine Vessels, Coring, and Survey Equipment<\/strong><br>Students on a field trip to the Block Island Wind Farm.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"761\" height=\"487\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/URIVESSEL-e1758829634707.jpg\" alt=\"\" class=\"wp-image-29\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/URIVESSEL-e1758829634707.jpg 761w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/URIVESSEL-e1758829634707-300x192.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/URIVESSEL-e1758829634707-364x233.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/URIVESSEL-e1758829634707-500x320.jpg 500w\" sizes=\"auto, (max-width: 761px) 100vw, 761px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>URI R\/V Shanna Rose<\/strong><br>Deploying a shallow water piston corer in Narragansett Bay.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"769\" height=\"518\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/gravitycore.jpg\" alt=\"\" class=\"wp-image-30\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/gravitycore.jpg 769w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/gravitycore-300x202.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/gravitycore-364x245.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/gravitycore-500x337.jpg 500w\" sizes=\"auto, (max-width: 769px) 100vw, 769px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Gravity Coring from the URI CT-1<\/strong><br>Student preparing a gravity core for deployment as part of a dredging study at Quonset Point, RI.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"768\" height=\"482\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/pontonvessel.jpg\" alt=\"\" class=\"wp-image-31\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/pontonvessel.jpg 768w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/pontonvessel-300x188.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/pontonvessel-364x228.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/pontonvessel-500x314.jpg 500w\" sizes=\"auto, (max-width: 768px) 100vw, 768px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Geophysical Surveying Equipment<\/strong><br>Deploying the URI pontoon vessel to perform a multibeam survey for scour studies around bridges in Rhode Island.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"772\" height=\"521\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK.jpg\" alt=\"\" class=\"wp-image-32\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK.jpg 772w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK-300x202.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK-768x518.jpg 768w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK-364x246.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/RTK-500x337.jpg 500w\" sizes=\"auto, (max-width: 772px) 100vw, 772px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Drones and Advanced Surveying Equipment<\/strong><br>Students performing a beach survey using RTK-GPS surveying equipment. These surveys were used to groundtruth LiDAR and Photogrammetric surveys completed using drones.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"624\" height=\"468\" src=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/1.jpg\" alt=\"\" class=\"wp-image-18\" srcset=\"https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/1.jpg 624w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/1-300x225.jpg 300w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/1-364x273.jpg 364w, https:\/\/web.uri.edu\/geotechnical\/wp-content\/uploads\/sites\/2179\/1-500x375.jpg 500w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p><strong>Numerical Analysis Software<\/strong><br>FLAC 3D model of a reticulated micropile system (courtesy of Paul Sauco)<\/p>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>The geotechnical engineering facilities at URI include a wide range of equipment and resources to support both research and teaching activities. The facilities include an advanced soil testing laboratory, Cone Penetration Testing (CPT) rig, pile and anchor load testing equipment, a geotechnical field test site on the URI campus, surface wave testing equipment, access to [&hellip;]<\/p>\n","protected":false},"author":1330,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-5","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/pages\/5","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/users\/1330"}],"replies":[{"embeddable":true,"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/comments?post=5"}],"version-history":[{"count":4,"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/pages\/5\/revisions"}],"predecessor-version":[{"id":92,"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/pages\/5\/revisions\/92"}],"wp:attachment":[{"href":"https:\/\/web.uri.edu\/geotechnical\/wp-json\/wp\/v2\/media?parent=5"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}