{"version":"1.0","provider_name":"korodur","provider_url":"https:\/\/www.korodur.de\/en\/","author_name":"Anna Donhauser","author_url":"https:\/\/www.korodur.de\/en\/author\/adonhauser\/","title":"Civil engineering measures under special requirements &#8211; korodur","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"SP2ftAHbOw\"><a href=\"https:\/\/www.korodur.de\/en\/references\/civil-engineering-measures-under-special-requirements\/\">Civil engineering measures under special requirements<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.korodur.de\/en\/references\/civil-engineering-measures-under-special-requirements\/embed\/#?secret=SP2ftAHbOw\" width=\"600\" height=\"338\" title=\"&#8220;Civil engineering measures under special requirements&#8221; &#8212; korodur\" data-secret=\"SP2ftAHbOw\" 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:\/\/www.korodur.de\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","thumbnail_url":"https:\/\/www.korodur.de\/wp-content\/uploads\/2023\/02\/Tiefbaumassnahme-EN.png","thumbnail_width":1566,"thumbnail_height":600,"description":"When working on the pipes, the problem of spalling on the upper concrete shell occurred. In order to continue works as quickly as possible, the shell was repaired with Rapid Set CEMENT ALL repair mortar in an application thickness of 0 to 30 mm. The strength factor of the concrete pipe of C70\/85 allowed working [&hellip;]"}