{"id":1062,"date":"2022-08-29T10:52:25","date_gmt":"2022-08-29T10:52:25","guid":{"rendered":"http:\/\/geomehanika.rs\/ispitivanje-tla-carmeuse\/"},"modified":"2022-10-10T13:19:45","modified_gmt":"2022-10-10T13:19:45","slug":"carmeuse-soil-test","status":"publish","type":"post","link":"https:\/\/geomehanika.rs\/en\/carmeuse-soil-test\/","title":{"rendered":"&#8220;CARMEUSE&#8221; soil test"},"content":{"rendered":"<p>[vc_row][vc_column][vc_column_text]<\/p>\n<h1>&#8220;CARMEUSE&#8221; soil test<\/h1>\n<h3><span style=\"color: #86909f;\">Testing of stabilization of natural soil with binder &#8211; &#8220;CARMEUSE&#8221;<\/span><\/h3>\n<p>&nbsp;<\/p>\n<p style=\"font-size: 25px;\"><strong>Client:<\/strong>&#8220;CARMEUSE RESEARCH, AND TECHNOLOGY&#8221;\n<\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\"><strong>Description:<\/strong> Based on the request of the Client, CARMEUSE RESEARCH, AND TECHNOLOGY, a laboratory for geomechanics and construction materials of our company, performed laboratory tests of soil stabilization using ViaCalco C30 stabilizer. Laboratory tests were performed with different percentages of stabilizers.<br \/>\n[\/vc_column_text][vc_empty_space][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;][vc_column_text css=&#8221;.vc_custom_1661770335372{padding-top: 20px !important;padding-right: 10px !important;padding-bottom: 20px !important;}&#8221;]<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-471\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE.jpg\" alt=\"\" width=\"506\" height=\"900\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE.jpg 506w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE-169x300.jpg 169w\" sizes=\"auto, (max-width: 506px) 100vw, 506px\" \/>[\/vc_column_text][\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;][vc_column_text css=&#8221;.vc_custom_1661770340347{padding-top: 20px !important;padding-bottom: 20px !important;padding-left: 10px !important;}&#8221;]<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-472\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE-2.jpg\" alt=\"\" width=\"506\" height=\"900\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE-2.jpg 506w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Ispitivanje-stabilizacije-prirodnog-tla-sa-vezivom-\u2013-\u201eCARMEUSE-2-169x300.jpg 169w\" sizes=\"auto, (max-width: 506px) 100vw, 506px\" \/>[\/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, CARMEUSE RESEARCH, AND TECHNOLOGY, a laboratory for geomechanics and construction materials of our company, performed laboratory tests of soil stabilization using ViaCalco C30 stabilizer. <\/p>\n","protected":false},"author":1,"featured_media":855,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[12],"tags":[],"class_list":["post-1062","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;CARMEUSE&quot; 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