{"id":991,"date":"2022-08-30T08:31:10","date_gmt":"2022-08-30T08:31:10","guid":{"rendered":"http:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/"},"modified":"2022-10-10T12:23:19","modified_gmt":"2022-10-10T12:23:19","slug":"preparation-of-geotechnical-studies","status":"publish","type":"page","link":"https:\/\/geomehanika.rs\/en\/preparation-of-geotechnical-studies\/","title":{"rendered":"Preparation of geotechnical studies"},"content":{"rendered":"<p>[vc_row][vc_column][vc_row_inner][vc_column_inner css=&#8221;.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}&#8221;][vc_column_text]<\/p>\n<h1><span style=\"color: #86909f;\">Preparation of geotechnical studies<\/span><\/h1>\n<h2><span style=\"color: #d1be8a;\">Geotechnical studies &#8211; Synthesis of field and laboratory tests<\/span><\/h2>\n<p style=\"text-align: justify;\">The geotechnical study is a synthesis of all previously performed field research and laboratory tests, which were performed according to the conditions of the project tasks. The results are presented through a textual and graphic part with a detailed interpretation of field and laboratory tests, a presentation of the profile of the drilled boreholes and engineering-geological cross-sections of the terrain, photographs of the drilled core, the level of groundwater, diagrams of the conducted field and laboratory tests, tabular representations of the established geomechanical parameters , geotechnical calculations related to the goal of the research and for the selection of the most economically advantageous technical solution.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-604 size-full\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg\" alt=\"\" width=\"1000\" height=\"740\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg 1000w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1-300x222.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1-768x568.jpg 768w\" sizes=\"auto, (max-width: 1000px) 100vw, 1000px\" \/><\/p>\n<p style=\"text-align: center;\"><em>Engineering geological profile of the exploratory well <\/em><\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\">The Geotechnical studies summarizes the characteristics of the lithological structure of the terrain, the hydrogeological characteristics of the represented lithological members, defines the state of the groundwater level in the terrain, the morphological characteristics and the seismodynamic model of the terrain.<\/p>\n<p>&nbsp;<\/p>\n<p><em><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-654 size-full\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/09\/Inzenjerskogeoloski-profil-terena.jpg\" alt=\"Inzenjerskogeoloski profil terena\" width=\"1000\" height=\"564\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/09\/Inzenjerskogeoloski-profil-terena.jpg 1000w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/09\/Inzenjerskogeoloski-profil-terena-300x169.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/09\/Inzenjerskogeoloski-profil-terena-768x433.jpg 768w\" sizes=\"auto, (max-width: 1000px) 100vw, 1000px\" \/><\/em><\/p>\n<p style=\"text-align: center;\"><em>Engineering geological profile of the terrain<\/em><\/p>\n<p>[\/vc_column_text][vc_empty_space height=&#8221;50&#8243;][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_row_inner][vc_column_inner css=&#8221;.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}&#8221;][vc_column_text] Preparation of geotechnical studies Geotechnical studies &#8211; Synthesis of field and laboratory tests The geotechnical study is a synthesis of all previously performed field research and laboratory tests, which were performed according to the conditions of the project tasks. The results are presented through a textual and graphic part&hellip;<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"class_list":["post-991","page","type-page","status-publish","hentry","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Preparation of geotechnical studies - 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\/izrada-geotehnickih-elaborata\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Preparation of geotechnical studies - Geomehanika\" \/>\n<meta property=\"og:description\" content=\"[vc_row][vc_column][vc_row_inner][vc_column_inner css=&#8221;.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}&#8221;][vc_column_text] Preparation of geotechnical studies Geotechnical studies &#8211; Synthesis of field and laboratory tests The geotechnical study is a synthesis of all previously performed field research and laboratory tests, which were performed according to the conditions of the project tasks. The results are presented through a textual and graphic part&hellip;\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/\" \/>\n<meta property=\"og:site_name\" content=\"Geomehanika\" \/>\n<meta property=\"article:modified_time\" content=\"2022-10-10T12:23:19+00:00\" \/>\n<meta property=\"og:image\" content=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"2 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/\",\"url\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/\",\"name\":\"Preparation of geotechnical studies - Geomehanika\",\"isPartOf\":{\"@id\":\"https:\/\/geomehanika.rs\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage\"},\"thumbnailUrl\":\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg\",\"datePublished\":\"2022-08-30T08:31:10+00:00\",\"dateModified\":\"2022-10-10T12:23:19+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage\",\"url\":\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg\",\"contentUrl\":\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/geomehanika.rs\/en\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Preparation of geotechnical studies\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/geomehanika.rs\/#website\",\"url\":\"https:\/\/geomehanika.rs\/\",\"name\":\"Geomehanika\",\"description\":\"\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/geomehanika.rs\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Preparation of geotechnical studies - Geomehanika","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/","og_locale":"en_US","og_type":"article","og_title":"Preparation of geotechnical studies - Geomehanika","og_description":"[vc_row][vc_column][vc_row_inner][vc_column_inner css=&#8221;.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}&#8221;][vc_column_text] Preparation of geotechnical studies Geotechnical studies &#8211; Synthesis of field and laboratory tests The geotechnical study is a synthesis of all previously performed field research and laboratory tests, which were performed according to the conditions of the project tasks. The results are presented through a textual and graphic part&hellip;","og_url":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/","og_site_name":"Geomehanika","article_modified_time":"2022-10-10T12:23:19+00:00","og_image":[{"url":"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"2 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/","url":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/","name":"Preparation of geotechnical studies - Geomehanika","isPartOf":{"@id":"https:\/\/geomehanika.rs\/#website"},"primaryImageOfPage":{"@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage"},"image":{"@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage"},"thumbnailUrl":"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg","datePublished":"2022-08-30T08:31:10+00:00","dateModified":"2022-10-10T12:23:19+00:00","breadcrumb":{"@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#primaryimage","url":"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg","contentUrl":"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/inzenjerskogeoloski-profil-istrazne-busotine-1.jpg"},{"@type":"BreadcrumbList","@id":"https:\/\/geomehanika.rs\/izrada-geotehnickih-elaborata\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/geomehanika.rs\/en\/"},{"@type":"ListItem","position":2,"name":"Preparation of geotechnical studies"}]},{"@type":"WebSite","@id":"https:\/\/geomehanika.rs\/#website","url":"https:\/\/geomehanika.rs\/","name":"Geomehanika","description":"","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/geomehanika.rs\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"}]}},"_links":{"self":[{"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/pages\/991","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/comments?post=991"}],"version-history":[{"count":1,"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/pages\/991\/revisions"}],"predecessor-version":[{"id":992,"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/pages\/991\/revisions\/992"}],"wp:attachment":[{"href":"https:\/\/geomehanika.rs\/en\/wp-json\/wp\/v2\/media?parent=991"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}