{"id":605,"date":"2021-02-22T15:46:21","date_gmt":"2021-02-22T14:46:21","guid":{"rendered":"https:\/\/www.geokon.hr\/new\/?page_id=605"},"modified":"2023-06-05T16:27:00","modified_gmt":"2023-06-05T14:27:00","slug":"laboratorij","status":"publish","type":"page","link":"https:\/\/www.geokon.hr\/en\/laboratorij\/","title":{"rendered":"Laboratory"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"605\" class=\"elementor elementor-605\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-22cc02c4 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"22cc02c4\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-3cd3ee1c\" data-id=\"3cd3ee1c\" data-element_type=\"column\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-126e3b06 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"126e3b06\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-21db9ca1\" data-id=\"21db9ca1\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-49eb11aa elementor-invisible elementor-widget elementor-widget-heading\" data-id=\"49eb11aa\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeInDown&quot;,&quot;_animation_delay&quot;:500}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h1 class=\"elementor-heading-title elementor-size-default\">Laboratory<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5c5735d7 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"5c5735d7\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeInDown&quot;,&quot;_animation_delay&quot;:900}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>The activities of soil mechanics laboratory round off a wide range of laboratory and field tests of foundation soil and earth as construction material. The test results are a basis for proper design and construction of civil structures.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-634941a\" data-id=\"634941a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-66c5ed55 elementor-reverse-mobile elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"66c5ed55\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-58a38ff1\" data-id=\"58a38ff1\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2a273e0 elementor-invisible elementor-widget elementor-widget-image\" data-id=\"2a273e0\" data-element_type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeInRight&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"750\" height=\"500\" src=\"https:\/\/www.geokon.hr\/wp-content\/uploads\/2021\/02\/laboratorij-1024x683.jpg\" class=\"attachment-large size-large wp-image-607\" alt=\"\" srcset=\"https:\/\/www.geokon.hr\/wp-content\/uploads\/2021\/02\/laboratorij-1024x683.jpg 1024w, https:\/\/www.geokon.hr\/wp-content\/uploads\/2021\/02\/laboratorij-300x200.jpg 300w, https:\/\/www.geokon.hr\/wp-content\/uploads\/2021\/02\/laboratorij-768x512.jpg 768w, https:\/\/www.geokon.hr\/wp-content\/uploads\/2021\/02\/laboratorij.jpg 1280w\" sizes=\"(max-width: 750px) 100vw, 750px\" style=\"width:100%;height:66.72%;max-width:1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-156908f4\" data-id=\"156908f4\" data-element_type=\"column\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;,&quot;animation&quot;:&quot;none&quot;}\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-756b4c3c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"756b4c3c\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-1ad193da\" data-id=\"1ad193da\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ab1eadb elementor-widget elementor-widget-accordion\" data-id=\"ab1eadb\" data-element_type=\"widget\" data-widget_type=\"accordion.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-accordion\">\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1791\" class=\"elementor-tab-title\" data-tab=\"1\" role=\"button\" aria-controls=\"elementor-tab-content-1791\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-caret-down\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-caret-up\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" tabindex=\"0\">The laboratory services include:<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1791\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"1\" role=\"region\" aria-labelledby=\"elementor-tab-title-1791\">\n \t<li>Field investigations and in situ tests at project sites<\/li>\n \t<li>Laboratory testing of materials, determination of physical and mechanical properties<\/li>\n \t<li>Control testing of materials and works during construction<\/li>\n \t<li>Laboratory Testing Report preparation<\/li>\n<\/ul><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a6e1d47 elementor-widget elementor-widget-text-editor\" data-id=\"a6e1d47\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\tThe laboratory has been accredited by the HAA for more than 15 years.\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-845c8c5 elementor-widget elementor-widget-text-editor\" data-id=\"845c8c5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/www.geokon.hr\/wp-content\/uploads\/2023\/06\/Potvrda-o-akreditaciji-NOVO.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Accreditation Certificate<\/strong><\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-81b659f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"81b659f\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-595dae9\" data-id=\"595dae9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d36acd1 elementor-widget elementor-widget-html\" data-id=\"d36acd1\" data-element_type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n    <div style=\"overflow-x:auto;\">\n        <table>\n            <tr>\n                <th>\n                    Testing method\n                <\/th>\n                <th>\n                    ASTM\n                <\/th>\n                <th>\n                    HRN\n                <\/th>\n                <th>\n                    Accredited method\n                <\/th>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass\n                <\/td>\n                <td>\n                    ASTM D 2216-10\n                <\/td>\n                <td>\n                    HRN U.B1.012 (1979)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer\n                <\/td>\n                <td>\n                    ASTM D 854-14\n                <\/td>\n                <td>\n                    HRN U.B1.014(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Laboratory Determination of Density\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    HRN U.B1.016(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Particle-Size Analysis of Soils-Sieving\n                <\/td>\n                <td>\n                    ASTM D 422-63 (2007)\n                <\/td>\n                <td>\n                    HRN U.B1.018(1980)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Particle-Size Analysis of Soils - Hydrometer\n                <\/td>\n                <td>\n                    ASTM D 422-63 (2007)\n                <\/td>\n                <td>\n                    HRN U.B1.018(1980)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Particle-Size Analysis of Soils - Combined\n                <\/td>\n                <td>\n                    ASTM D 422-63 (2007)\n                <\/td>\n                <td>\n                    HRN U.B1.018(1980)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils\n                <\/td>\n                <td>\n                    ASTM D 4318-10\n                <\/td>\n                <td>\n                    HRN U.B1.020(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions\n                <\/td>\n                <td>\n                    ASTM D 3080\/ D3080M-11\n                <\/td>\n                <td>\n                    HRN U.B1.028(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions- Residual\n                <\/td>\n                <td>\n                    ASTM D 3080\/ D3080M-11\n                <\/td>\n                <td>\n                    HRN U.B1.028(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions -  K. T.\n                <\/td>\n                <td>\n                    ASTM D 3080\/ D3080M-11\n                <\/td>\n                <td>\n                    HRN U.B1.028(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Unconfined Compressive Strength of Cohesive Soil\n                <\/td>\n                <td>\n                    ASTM D 2166\/D 2166M-13\n                <\/td>\n                <td>\n                    HRN U.B1.030(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils - UU\n                <\/td>\n                <td>\n                    ASTM D 2850-03\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils -  CU\n                <\/td>\n                <td>\n                    ASTM D 4767-11\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading (400 kPa )\n                <\/td>\n                <td>\n                    ASTM D 2435\/D2435M-11\n                <\/td>\n                <td>\n                    HRN U.B1.032(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading (800 kPa)\n                <\/td>\n                <td>\n                    ASTM D 2435\/D2435M-11\n                <\/td>\n                <td>\n                    HRN U.B1.032(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading (1600 kPa)\n                <\/td>\n                <td>\n                    ASTM D 2435\/D2435M-11\n                <\/td>\n                <td>\n                    HRN U.B1.032(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Falling head permeability test in oedometer cell\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    HRN U.B1.034(1969)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter\n                <\/td>\n                <td>\n                    ASTM D 5084-10\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Index fluk\n                <\/td>\n                <td>\n                    ASTM D 5887-09\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeamete\n                <\/td>\n                <td>\n                    ASTM D 698-12\n                <\/td>\n                <td>\n                    HRN U.B1.038(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf\/ft3 (600 kN-m\/m3))\n                <\/td>\n                <td>\n                    ASTM D 1557-12\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils\n                <\/td>\n                <td>\n                    ASTM D 1883-16\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Determination of combustible and organic matter content\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    HRN U.B1.024(1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test\n                <\/td>\n                <td>\n                    ASTM D 4647\/D 4647M-13\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners\n                <\/td>\n                <td>\n                    ASTM D-5891-95\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners\n                <\/td>\n                <td>\n                    ASTM D 5890-95\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Determination of water absorption\n                <\/td>\n                <td>\n                    DIN 18132\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Practices for Preserving and Transporting Soil Samples\n                <\/td>\n                <td>\n                    ASTM D 4220-95\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Practice for Thin-Walled Tube Sampling of Fine-Grained Soils for Geotechnical Purposes\n                <\/td>\n                <td>\n                    ASTM D 1587-94\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method\n                <\/td>\n                <td>\n                    ASTM D 1556-90\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method\n                <\/td>\n                <td>\n                    ASTM D 2167-94\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n            <\/tr>\n            <tr>\n                <td>\n                    Plate Load Test \u2013 Determine Bearing Capacity of Soils\n                <\/td>\n                <td>\n                    \/\n                <\/td>\n                <td>\n                    HRN U.B1.046 (1968)\n                <\/td>\n                <td>\n                    Yes\n                <\/td>\n            <\/tr>\n        <\/table>\n    <\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>laboratorij Djelatnost geomehani\u010dkog laboratorija pokriva \u0161iroko podru\u010dje laboratorijskih i terenskih ispitivanja uzoraka temeljnog tla i zemljanih materijala kao gradiva, \u010diji rezultati \u010dine temelj za ispravno projektiranje i izvo\u0111enje gra\u0111evinskih konstrukcija. Usluge laboratorija uklju\u010duju: Terenska ispitivanja i mjerenja na lokaciji budu\u0107e gra\u0111evine Laboratorijska ispitivanja materijala uz odre\u0111ivanje fizikalnih i mehani\u010dkih svojstava Kontrolna ispitivanja materijala i izvedenih&hellip; <a class=\"more-link\" href=\"https:\/\/www.geokon.hr\/en\/laboratorij\/\">Continue reading <span class=\"screen-reader-text\">Laboratory<\/span><\/a><\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"footnotes":""},"class_list":["post-605","page","type-page","status-publish","hentry","entry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.2 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Laboratorij - Geokon<\/title>\n<meta name=\"description\" content=\"Djelatnost geomehani\u010dkog laboratorija pokriva \u0161iroko podru\u010dje laboratorijskih i terenskih ispitivanja uzoraka temeljnog tla i zemljanih materijala kao gradiva, \u010diji rezultati \u010dine temelj za ispravno projektiranje i izvo\u0111enje gra\u0111evinskih konstrukcija.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geokon.hr\/en\/laboratorij\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Laboratorij - 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