{"id":4033,"date":"2021-05-06T15:41:24","date_gmt":"2021-05-06T12:41:24","guid":{"rendered":"http:\/\/195.13.240.8\/?page_id=4033"},"modified":"2025-04-30T09:42:00","modified_gmt":"2025-04-30T07:42:00","slug":"geotehniska-un-geologiska-izpete","status":"publish","type":"page","link":"http:\/\/www.celuprojekts.lv\/en\/geotehniska-un-geologiska-izpete\/","title":{"rendered":"Geotechnical and geological research, geotechnical laboratory"},"content":{"rendered":"<div class=\"wp-block-group\"><div class=\"wp-block-group__inner-container\">\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" src=\"https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete.png\" alt=\"\u0122eotehnisk\u0101 un \u0123eolo\u0123isk\u0101 izp\u0113te\" class=\"wp-image-46\" width=\"250\" height=\"250\" srcset=\"https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete.png 500w, https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete-300x300.png 300w, https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete-150x150.png 150w, https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete-70x70.png 70w, https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete-470x470.png 470w, https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2021\/04\/geotehniska-un-geologiska-izpete-50x50.png 50w\" sizes=\"(max-width: 250px) 100vw, 250px\" \/><\/figure><\/div>\n\n\n\n<p><strong>GEOTECHNICAL AND GEOLOGICAL RESEARCH<\/strong><\/p>\n\n\n\n<p>Geotechnical\/geological surveys are a service that is often needed during the development of a project. In order to avoid the need for subcontractors, Ce\u013cuprojekts AS provides not only design services, but also related services, including geotechnical investigations, geological investigations and topographical surveys. The company has certified staff, the necessary equipment for geotechnical investigations and a geotechnical laboratory.<\/p>\n\n\n\n<p><strong><\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_cdfb6e-fc kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geotechnical research for transport structures (motor roads, streets, bridges, overpasses, viaducts, tunnels, airport runways, parking lots).<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geotechnical research for civil structures (multi-storey and low-rise office, public, residential and industrial buildings, villages with detached houses, petrol stations, biogas cogeneration stations, sports grounds, fish and fire ponds, etc).<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geotechnical research for engineering communication objects (water supply and sewerage networks, power supply substations, mobile communication masts and towers, etc).<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-3\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geotechnical research for the development of a detailed spatial planning and other types of objects.<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-4\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geotechnical calculations (calculations for mutual comparison, selection and recommendations for foundation types; estimates of foundation structures, calculations of pile load-bearing capacity).<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-5\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geological research of building materials and their raw materials - sand, sand - gravel, dolomite, gypsum and clay, as well as sapropel, peat and other mineral deposits for obtaining mineral deposit passports and extraction limits from the State Environmental Service.<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-6\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Geological research of surface water bodies (ponds, water bodies), if in the course of their construction the extraction of mineral deposits is envisaged.<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-7\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Development of mineral deposit extraction and recultivation designs.<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-8\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Calculation and inventory of mineral resources remaining in the deposit (quarry).<\/span><\/li><\/ul><\/div>\n\n\n\n<p>The following methods are used in the research work:<\/p>\n\n\n\n<p><strong><strong>Drilling and sampling:<\/strong><\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_e1bf78-6c kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">rotary drilling with a core to the depth of up to ~50 m;<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">rotary drilling with a twist drill (auger) to the depth of  ~50 m;<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">vibratory drilling with a ground bar to the depth of ~10 m;<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-3\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">sampling of subsoil and rocks of undisturbed and disturbed structure with ground drills, twist drills and crown drills for determination of physical and mechanical properties of subsoil in the laboratory.<\/span><\/li><\/ul><\/div>\n\n\n\n<p class=\" translation-block\"><strong><strong>Subsoil area (<em>in-situ<\/em>) research methods:<\/strong><\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_8694ef-a9 kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Static probing (CPT\/CPTu) with or without pore pressure measurement to the depth of up to ~ 40 m<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Probing with a flat (Marchetti) dilatometer for determination of high-precision deformation modulus and additional parameters to the depth of up to ~ 30 m<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Dynamic probing with light (DPL), medium (DPM) and heavy weight (DPSH) methods to the depth of up to ~30 m<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-3\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Standard penetration probing (SPT) in boreholes with a depth of up to ~35 m<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-4\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Determination of shear resistance (FVT) with a vane in weak subsoils to the depth of up to ~10 m<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-5\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Determination of the California bearing ratio (CBR) of road and street component layers<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-6\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Determination of load-bearing capacity and compaction parameters (Ev2 and Evd) of road and street component layers with static plate equipment and light falling weight deflectometer<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-7\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Pressuremeter tests to determine the modulus of elasticity to the depth of up to ~50m<\/span><\/li><\/ul><\/div>\n\n\n\n<hr class=\"wp-block-separator has-text-color has-background has-theme-palette-5-background-color has-theme-palette-5-color is-style-wide\"\/>\n\n\n\n<h5><strong>GEOTECHNICAL LABORATORY<\/strong><\/h5>\n\n\n\n<p>In addition to exploration, we offer geotechnical laboratory services.<\/p>\n\n\n\n<p>Geotechnical Laboratory of JSC \"Ce\u013cuprojekts\" was established in 2014. In 2015, its services in the field of testing physical and mechanical properties of soil and mineral materials were accredited by <a href=\"https:\/\/www.latak.gov.lv\/index.php?option=com_institucijas&amp;view=institucijas&amp;task=myForm&amp;Itemid=151&amp;lang=lv\">&#8220;Latvijas Nacion\u0101lais akredit\u0101cijas birojs&#8221;<\/a> (LATAK Nr. T-520).<\/p>\n\n\n\n<p>The existence of our own laboratory allows to perform a complex of geotechnical and geological research works in a timely manner and in a controlled quality. The laboratory has modern equipment and instruments that ensure accurate measurements and obtainment of high-quality data.<\/p>\n\n\n\n<p>We offer the following laboratory testing methods:<\/p>\n\n\n\n<p><strong>Testing of physical properties of subsoil and mineral materials:<\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_60dbc1-f0 kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Granulometri\u0441 composition<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Natural humidity (water content)<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Atterberg limits (plasticity and consistency parameters)<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-3\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Maximum density and optimal humidity (Proctor test)<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-4\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Organic matter content<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-5\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Filtration coefficient<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-6\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Particle density, bulk density, etc<\/span><\/li><\/ul><\/div>\n\n\n\n<p><strong>Testing of mechanical properties of subsoil and mineral materials:<\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_94c68e-a1 kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Compressibility and consolidation parameters (Oedometer test)<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Angle of shearing resistance and internal friction and shear resistance (Direct shear test)<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Supporting capacity and compaction (Static plate test)<\/span><\/li><\/ul><\/div>\n\n\n\n<p><strong>Testing of building materials:<\/strong><\/p>\n\n\n\n<div class=\"wp-block-kadence-iconlist kt-svg-icon-list-items kt-svg-icon-list-items_c5d6b4-e6 kt-svg-icon-list-columns-1 alignnone kt-list-icon-aligntop\"><ul class=\"kt-svg-icon-list\"><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-0\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Los Angeles coefficient<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-1\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Magnesium sulphate index<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-2\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Flatness or shape index<\/span><\/li><li class=\"kt-svg-icon-list-style-default kt-svg-icon-list-item-wrap kt-svg-icon-list-item-3\"><div style=\"display:inline-flex;justify-content:center;align-items:center\" class=\"kt-svg-icon-list-single kt-svg-icon-list-single-fe_checkCircle\"><svg style=\"display:inline-block;vertical-align:middle\" viewbox=\"0 0 24 24\" height=\"20\" width=\"20\" fill=\"none\" stroke=\"currentColor\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><path d=\"M22 11.08V12a10 10 0 1 1-5.93-9.14\"><\/path><polyline points=\"22 4 12 14.01 9 11.01\"><\/polyline><\/svg><\/div><span class=\"kt-svg-icon-list-text\">Proportion of crushed and broken surfaces<\/span><\/li><\/ul><\/div>\n\n\n\n<p>The accreditation certificate can be viewed <a href=\"https:\/\/www.celuprojekts.lv\/wp-content\/uploads\/2025\/04\/Aplieciba_T-520_11_2025.pdf\" target=\"_blank\" rel=\"noreferrer noopener\">here<\/a>.<\/p>\n\n\n\n<p><\/p>\n<\/div><\/div>\n\n\n\n<p><\/p>","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":4477,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"advgb_blocks_editor_width":"","advgb_blocks_columns_visual_guide":"","kt_blocks_editor_width":"","_kad_post_transparent":"","_kad_post_title":"","_kad_post_layout":"","_kad_post_sidebar_id":"","_kad_post_content_style":"","_kad_post_vertical_padding":"","_kad_post_feature":"","_kad_post_feature_position":"","_kad_post_header":false,"_kad_post_footer":false},"coauthors":[],"author_meta":{"author_link":"http:\/\/www.celuprojekts.lv\/en\/author\/liva\/","display_name":"VIRVE"},"relative_dates":{"created":"Posted 5 years ago","modified":"Updated 1 year ago"},"featured_img_caption":"","_links":{"self":[{"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/pages\/4033"}],"collection":[{"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/comments?post=4033"}],"version-history":[{"count":14,"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/pages\/4033\/revisions"}],"predecessor-version":[{"id":5338,"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/pages\/4033\/revisions\/5338"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/media\/4477"}],"wp:attachment":[{"href":"http:\/\/www.celuprojekts.lv\/en\/wp-json\/wp\/v2\/media?parent=4033"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}