{"version":"1.0","provider_name":"GeoStru EU","provider_url":"https:\/\/www.geostru.eu\/en\/","author_name":"Gloria Campilongo","author_url":"https:\/\/www.geostru.eu\/en\/blog\/author\/geo-gloriacampilongogmail-com\/","title":"Liquefaction resistance of soil with Liquiter","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"0nWSFwbBVk\"><a href=\"https:\/\/www.geostru.eu\/en\/blog\/2020\/05\/01\/liquefaction-resistance-of-soil-with-liquiter\/\">Liquefaction resistance of soil with Liquiter<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.geostru.eu\/en\/blog\/2020\/05\/01\/liquefaction-resistance-of-soil-with-liquiter\/embed\/#?secret=0nWSFwbBVk\" width=\"600\" height=\"338\" title=\"&#8220;Liquefaction resistance of soil with Liquiter&#8221; &#8212; GeoStru EU\" data-secret=\"0nWSFwbBVk\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script>\n\/*! This file is auto-generated *\/\n!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);\n<\/script>\n","thumbnail_url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2020\/04\/Soil_liquefaction.jpg","thumbnail_width":800,"thumbnail_height":533,"description":"Following disastrous earthquakes that occurred in Alaska and Niigata (Japan in 1964), Seed and Idris (1971) proposed a simplified methodology for assessing the resistance to liquefaction of soils. This methodology has been selected and improved over the years (e.g. Seed, 1979; Seed and Idriss, 1982; Seed et al., 1985) become a widely used standard and reference for liquefaction hazard assessment (NRC 1985). Updates to the simplified procedure were discussed in a seminar by Youd and Idriss (1997) and published in the report \"Liquefaction Resistance of Soils\" (Youd and Idriss, 2001)."}