{"id":42,"date":"2013-04-30T15:49:37","date_gmt":"2013-04-30T19:49:37","guid":{"rendered":"http:\/\/carleton.ca\/grg\/?page_id=42"},"modified":"2025-09-10T14:03:28","modified_gmt":"2025-09-10T18:03:28","slug":"projects","status":"publish","type":"page","link":"https:\/\/carleton.ca\/grg\/projects\/","title":{"rendered":"Projects"},"content":{"rendered":"\n<section class=\"w-screen px-6 cu-section cu-section--white ml-offset-center md:px-8 lg:px-14\">\n    <div class=\"space-y-6 cu-max-w-child-max  md:space-y-10 cu-prose-first-last\">\n\n        \n        \n        \n            \n    <div class=\"cu-wideimage relative flex items-center justify-center mx-auto px-8 overflow-hidden md:px-16 rounded-xl not-prose  my-6 md:my-12 first:mt-0 bg-cu-black-50 pt-10 pb-12\" style=\"\">\n\n        \n        <div class=\"relative z-[2] max-w-4xl w-full flex flex-col items-center gap-2 cu-wideimage-image cu-zero-first-last\">\n            <header class=\"mx-auto mb-6 text-center text-cu-black-800 cu-pageheader cu-component-updated cu-pageheader--center md:mb-12\">\n\n                                    <h1 class=\"cu-prose-first-last font-semibold mb-2 text-3xl md:text-4xl lg:text-5xl lg:leading-[3.5rem] cu-pageheader--center text-center mx-auto after:left-px\">\n                        Projects\n                    <\/h1>\n                \n                            <\/header>\n        <\/div>\n\n            <\/div>\n\n    \n\n    <\/div>\n<\/section>\n\n\n\n<p><strong>Advanced Foundation&nbsp;Systems<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/pile-setup\/\">Evolution of pile capacity over time in soft clays<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/220-2\/\">Innovative Fiber Reinforced Polyethylene pile foundations<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/cast-in-place-piles\/\">Enhancement of shaft capacity of cast-in-place piles using a hook system<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/ssi\/\">Seismic site response and Soil-Foundation-Structure interfaction in soft clays<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/soil-amplification\/\">Modifying earthquake amplification by soil improvements<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/ssi\/\">Seismic retrofitting of existing piles using geo-foam<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/geofoam\/\">Performance of pile foundations in warming permafrost (Climate Change)<\/a><\/li>\n\n\n\n<li>Novel foundation system for bollards and barriers<\/li>\n<\/ol>\n\n\n\n<p><strong>Modern Landfill Facilities<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/132-2\/\">Hydraulic performance of clay barriers in modern landfills<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/stabilization-of-municipal-solid-waste\/\">Stabilization and settlement of municipal solid waste landfills<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/application-of-gcls-in-tailing-dams\/\">Application of geosynthetic clay liners in tailing dams<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/biocover\/\">Minimizing greenhouse gas emission from landfills (Climate Change)<\/a><\/li>\n<\/ol>\n\n\n\n<p><strong>Geotechnical Hazards Investigation and Mitigation<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/soil-improvements-using-additives-2\/\">Soil improvements using additives<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/landslide-occurrence-prediction\/\">Landslide occurrence prediction<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/explosive-effects-on-earth-dams\/\">Explosive effects on earth embankment dams<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/temp-effect-on-frozen-soil\/\">Effect of global warming on shear strength of frozen soils<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/carleton.ca\/grg\/projects\/highway-stability-in-permafrost\/\">Stability analysis of highway embankments in permafrost<\/a><\/li>\n<\/ol>\n\n\n\n<p>&nbsp;<\/p>\n\n\n\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Advanced Foundation&nbsp;Systems Modern Landfill Facilities Geotechnical Hazards Investigation and Mitigation &nbsp; &nbsp;<\/p>\n","protected":false},"author":425,"featured_media":0,"parent":0,"menu_order":18,"comment_status":"open","ping_status":"open","template":"","meta":{"_acf_changed":false,"_cu_dining_location_slug":"","footnotes":"","_links_to":"","_links_to_target":""},"cu_page_type":[],"class_list":["post-42","page","type-page","status-publish","hentry"],"acf":{"cu_post_thumbnail":""},"_links":{"self":[{"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/pages\/42","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/users\/425"}],"replies":[{"embeddable":true,"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/comments?post=42"}],"version-history":[{"count":4,"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/pages\/42\/revisions"}],"predecessor-version":[{"id":864,"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/pages\/42\/revisions\/864"}],"wp:attachment":[{"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/media?parent=42"}],"wp:term":[{"taxonomy":"cu_page_type","embeddable":true,"href":"https:\/\/carleton.ca\/grg\/wp-json\/wp\/v2\/cu_page_type?post=42"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}