{"id":1056,"date":"2022-08-29T10:46:48","date_gmt":"2022-08-29T10:46:48","guid":{"rendered":"http:\/\/geomehanika.rs\/ispitivanje-tla-lafarge\/"},"modified":"2022-10-10T13:16:16","modified_gmt":"2022-10-10T13:16:16","slug":"lafarge-soil-test","status":"publish","type":"post","link":"https:\/\/geomehanika.rs\/en\/lafarge-soil-test\/","title":{"rendered":"&#8220;LAFARGE&#8221; soil test"},"content":{"rendered":"<p>[vc_row][vc_column][vc_column_text]<\/p>\n<h1>&#8220;LAFARGE&#8221; soil test<\/h1>\n<h3><span style=\"color: #86909f;\">&#8211; Testing of stabilization of natural soil with binder &#8211; &#8220;LAFARGE&#8221;<\/span><\/h3>\n<p>&nbsp;<\/p>\n<p style=\"font-size: 25px;\"><strong>Client: <\/strong> WINDVISION WINDFARM A<\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\"><strong>Description:<\/strong> Based on the request of the Client, &#8220;WINDVISION WINDFARM A&#8221; AND &#8220;WINDVISION WINDFARM B&#8221;, laboratory for geomechanics and construction materials of our company, carried out field and laboratory tests of soil stabilization (Loss) using ViaCalco C30 and hydraulic binder HRB 32.50, which was produced in Beo\u010din cement factory &#8220;LAFARGE&#8221;. Tests were performed with different percentages of binders.[\/vc_column_text][vc_empty_space][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;][vc_column_text css=&#8221;.vc_custom_1661770062631{padding-top: 20px !important;padding-right: 10px !important;padding-bottom: 20px !important;}&#8221;]<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-463\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-1.jpg\" alt=\"\" width=\"675\" height=\"900\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-1.jpg 675w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-1-225x300.jpg 225w\" sizes=\"auto, (max-width: 675px) 100vw, 675px\" \/>[\/vc_column_text][\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;][vc_column_text css=&#8221;.vc_custom_1661770068742{padding-top: 20px !important;padding-bottom: 20px !important;padding-left: 10px !important;}&#8221;]<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-464\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-2.jpg\" alt=\"\" width=\"675\" height=\"900\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-2.jpg 675w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-tla-\u201eLAFARGE-2-225x300.jpg 225w\" sizes=\"auto, (max-width: 675px) 100vw, 675px\" \/>[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Based on the request of the Client, &#8220;WINDVISION WINDFARM A&#8221; AND &#8220;WINDVISION WINDFARM B&#8221;, laboratory for geomechanics and construction materials of our company&#8230;<\/p>\n","protected":false},"author":1,"featured_media":854,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[12],"tags":[],"class_list":["post-1056","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-projects","category-12","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>&quot;LAFARGE&quot; soil test - Geomehanika<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geomehanika.rs\/ispitivanje-tla-lafarge\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"&quot;LAFARGE&quot; 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