{"version":"1.0","provider_name":"GeoStru EU","provider_url":"https:\/\/www.geostru.eu\/ro\/","author_name":"Gloria Campilongo","author_url":"https:\/\/www.geostru.eu\/ro\/blog\/author\/geo-gloriacampilongogmail-com\/","title":"Grup\u0103ri st\u00e2ncoase si software","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"Iv5giPAxe2\"><a href=\"https:\/\/www.geostru.eu\/ro\/blog\/2020\/02\/28\/grupari-stancoase-si-software\/\">Grup\u0103ri st\u00e2ncoase si software<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.geostru.eu\/ro\/blog\/2020\/02\/28\/grupari-stancoase-si-software\/embed\/#?secret=Iv5giPAxe2\" width=\"600\" height=\"338\" title=\"&#8222;Grup\u0103ri st\u00e2ncoase si software&#8221; &#8211; GeoStru EU\" data-secret=\"Iv5giPAxe2\" 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\/02\/Belvedere-Mmo.jpg","thumbnail_width":1152,"thumbnail_height":768,"description":"Grup\u0103ri st\u00e2ncoase si software Pentru caracterizarea \u0219i modelarea geotehnic\u0103 a maselor de roc\u0103 \u0219i pentru forma\u021biunile complexe, este necesar s\u0103 se evalueze rezisten\u021ba caracteristic\u0103: Este necesar s\u0103 se ia \u00een considerare natura \u0219i caracteristicile geometrice \u0219i rezisten\u021ba discontinuit\u0103\u021bilor. \u00cen plus, trebuie specificat dac\u0103 rezisten\u021ba caracteristic\u0103 se refer\u0103 la discontinuit\u0103\u021bi sau la masa rocilor. \u00cen acest&hellip;"}