1.0Geoengineering Research Group/grgGeoengineering Research Group/grgrich600338<blockquote class="wp-embedded-content" data-secret="NNUjTYfTzt"><a href="/grg/projects/geofoam/">Geofoam</a></blockquote><iframe sandbox="allow-scripts" security="restricted" src="/grg/projects/geofoam/embed/#?secret=NNUjTYfTzt" width="600" height="338" title="“Geofoam” — Geoengineering Research Group" data-secret="NNUjTYfTzt" frameborder="0" marginwidth="0" marginheight="0" scrolling="no" class="wp-embedded-content"></iframe><script type="text/javascript"> /* <![CDATA[ */ /*! This file is auto-generated */ !function(d,l){"use strict";l.querySelector&&d.addEventListener&&"undefined"!=typeof URL&&(d.wp=d.wp||{},d.wp.receiveEmbedMessage||(d.wp.receiveEmbedMessage=function(e){var t=e.data;if((t||t.secret||t.message||t.value)&&!/[^a-zA-Z0-9]/.test(t.secret)){for(var s,r,n,a=l.querySelectorAll('iframe[data-secret="'+t.secret+'"]'),o=l.querySelectorAll('blockquote[data-secret="'+t.secret+'"]'),c=new RegExp("^https?:$","i"),i=0;i<o.length;i++)o[i].style.display="none";for(i=0;i<a.length;i++)s=a[i],e.source===s.contentWindow&&(s.removeAttribute("style"),"height"===t.message?(1e3<(r=parseInt(t.value,10))?r=1e3:~~r<200&&(r=200),s.height=r):"link"===t.message&&(r=new URL(s.getAttribute("src")),n=new URL(t.value),c.test(n.protocol))&&n.host===r.host&&l.activeElement===s&&(d.top.location.href=t.value))}},d.addEventListener("message",d.wp.receiveEmbedMessage,!1),l.addEventListener("DOMContentLoaded",function(){for(var e,t,s=l.querySelectorAll("iframe.wp-embedded-content"),r=0;r<s.length;r++)(t=(e=s[r]).getAttribute("data-secret"))||(t=Math.random().toString(36).substring(2,12),e.src+="#?secret="+t,e.setAttribute("data-secret",t)),e.contentWindow.postMessage({message:"ready",secret:t},"*")},!1)))}(window,document); //# sourceURL=/grg/wp-includes/js/wp-embed.min.js /* ]]> */ </script> Seismic retrofitting of existing piles using geofoam The aim of this study is to establish the potential increase in lateral capacity and stiffness of pile foundation systems in loose ground conditions. The proposed construction technique will involve using a novel injection system that utilizes the polyurethane foam grout, which has weight, strength and curing time […]