{"version":"1.0","provider_name":"Ingeoexpert PT","provider_url":"https:\/\/ingeoexpert.com\/pt","author_name":"Ingeoexpert","author_url":"https:\/\/ingeoexpert.com\/pt\/blog\/author\/expert\/","title":"An\u00e1lise num\u00e9rica aplicada a projetos de t\u00faneis mineiros e mecanizados com PLAXIS 2D e PLAXIS 3D - Ingeoexpert PT","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"hqXshBaT43\"><a href=\"https:\/\/ingeoexpert.com\/pt\/cursos\/analise-numerica-tuneis-com-plaxis\/\">An\u00e1lise num\u00e9rica aplicada a projetos de t\u00faneis mineiros e mecanizados com PLAXIS 2D e PLAXIS 3D<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/ingeoexpert.com\/pt\/cursos\/analise-numerica-tuneis-com-plaxis\/embed\/#?secret=hqXshBaT43\" width=\"600\" height=\"338\" title=\"&#8220;An\u00e1lise num\u00e9rica aplicada a projetos de t\u00faneis mineiros e mecanizados com PLAXIS 2D e PLAXIS 3D&#8221; &#8212; Ingeoexpert PT\" data-secret=\"hqXshBaT43\" 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\/\/# sourceURL=https:\/\/ingeoexpert.com\/pt\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","thumbnail_url":"https:\/\/ingeoexpert.com\/pt\/wp-content\/uploads\/sites\/3\/2021\/04\/image-8.png","thumbnail_width":906,"thumbnail_height":537,"description":"Apresenta\u00e7\u00e3o Por se tratar de obras subterr\u00e2neas cuja execu\u00e7\u00e3o envolve avan\u00e7os sequenciais de escava\u00e7\u00f5es em condi\u00e7\u00f5es hidr\u00e1ulico-geol\u00f3gicas diversas e heterog\u00eaneas, projetos de t\u00faneis envolvem complexos mecanismos geot\u00e9cnicos e estruturais, que devem ser devidamente previstos e analisados para garantir a seguran\u00e7a e a vida \u00fatil dessas obras. A verifica\u00e7\u00e3o geot\u00e9cnica (hidr\u00e1ulica e mec\u00e2nica) do maci\u00e7o escavado, [&hellip;]"}