1.0Geoengineering Research Group/grgGeoengineering Research Group/grgrich600338<blockquote class="wp-embedded-content" data-secret="BQPCwfkkaF"><a href="/grg/projects/pile-setup/">Pile setup</a></blockquote><iframe sandbox="allow-scripts" security="restricted" src="/grg/projects/pile-setup/embed/#?secret=BQPCwfkkaF" width="600" height="338" title="“Pile setup” — Geoengineering Research Group" data-secret="BQPCwfkkaF" 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> This increase in pile capacity is not incorporated in current pile design procedures due to a lack of a full understanding of the gain mechanisms and how several factors such as soil type, pile material and its installation method affect capacity gain. This project studies the pile capacity increase in soft and sensitive clays to […]/grg/wp-content/uploads/sites/153/setup-2.png460364