{"version":"1.0","provider_name":"GeoStru EU","provider_url":"https:\/\/www.geostru.eu\/ro\/","author_name":"Geostru editor","author_url":"https:\/\/www.geostru.eu\/ro\/blog\/author\/castagnino-sebastiano\/","title":"The oedometric test","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"WAReOSFZic\"><a href=\"https:\/\/www.geostru.eu\/ro\/newsletter\/the-oedometric-test\/\">The oedometric test<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.geostru.eu\/ro\/newsletter\/the-oedometric-test\/embed\/#?secret=WAReOSFZic\" width=\"600\" height=\"338\" title=\"&#8222;The oedometric test&#8221; &#8211; GeoStru EU\" data-secret=\"WAReOSFZic\" 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","description":"{preheader} {webversion} | {unsub} | {profile} \u200c {subject} \u200c \u200c HELLO {FIRSTNAME}, \u200c In the latest article published on our blog, we discuss the oedometric laboratory test. The oedometric test is used to study the one-dimensional deformation characteristics (zero lateral deformation) of a cohesive soil in the laboratory. Description and procedure Inside a steel ring (oedometer), the cylindrical specimen of undisturbed soil test is inserted, and porous septa are placed at the ends to allow water to drain in the vertical direction. A vertical load is applied over a rigid plate, and the vertical settlements of the specimen are measured over time. PURPOSES The test is carried out on those soils subjected at overloads due to foundations, road embankments etc. In fact, through it the behavior of the soil following an increase in load can be traced. Read more Read More \u200c \u200c BEARING CAPACITY AND SETTLMENTS \u2013 LOADCAP \u200c Considering the above article, in order to best deal with studies involving aspects of settlements, we particularly recommend the software Loadcap More information \u200c \u200c STRATIGRAPHIC COLUMNS \u2013 STRATIGRAPHER \u200c In addition, we can also use the Stratigrapher software that allows us to enter information from laboratory analysis performed on soil samples. More information \u200c \u200c USE DISCOUNT CODE GET15 TO GET 15% DISCOUNT FOR THESE AMAZING TOOLS! \u200c \u200c Click on the image to discover the Geophysics promo \u200c \u200c You have received this email because you have subscribed to GeoStru as {email}. If you no longer wish to receive emails please {unsub} \u00a9 {year} GeoStru, All rights reserved \u200c","thumbnail_url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/03\/geostru-logo-blue-200x62.png"}