{"id":1476,"date":"2022-10-22T09:26:46","date_gmt":"2022-10-22T06:26:46","guid":{"rendered":"https:\/\/geoanalysis.com.cy\/en\/?page_id=1476"},"modified":"2023-06-29T15:39:52","modified_gmt":"2023-06-29T12:39:52","slug":"physical-properties-tests-of-soil","status":"publish","type":"page","link":"https:\/\/geoanalysis.com.cy\/en\/geotechnical-laboratory\/physical-properties-tests-of-soil\/","title":{"rendered":"Physical Properties Tests of Soil"},"content":{"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"633\" data-id=\"324\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-1024x633.jpg\" alt=\"\" class=\"wp-image-324\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-1024x633.jpg 1024w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-300x186.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-768x475.jpg 768w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-24x15.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-36x22.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image-48x30.jpg 48w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2018\/12\/science-of-soil-hero-image.jpg 1200w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"225\" height=\"300\" data-id=\"998\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-1.jpg\" alt=\"\" class=\"wp-image-998\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-1.jpg 225w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-1-18x24.jpg 18w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-1-27x36.jpg 27w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-1-36x48.jpg 36w\" sizes=\"auto, (max-width: 225px) 100vw, 225px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"333\" height=\"250\" data-id=\"992\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve.jpg\" alt=\"\" class=\"wp-image-992\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve.jpg 333w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve-300x225.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve-24x18.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve-36x27.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/sieve-48x36.jpg 48w\" sizes=\"auto, (max-width: 333px) 100vw, 333px\" \/><figcaption class=\"wp-element-caption\">\u03ba\u03bf\u03c3\u03ba\u03b9\u03bd\u03bf<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" data-id=\"933\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-1024x768.jpg\" alt=\"\" class=\"wp-image-933\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-1024x768.jpg 1024w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-300x225.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-768x576.jpg 768w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-24x18.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-36x27.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file-48x36.jpg 48w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/06\/unnamed-file.jpg 1343w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n\n<blockquote>\n<p>Soil classification is a dynamic subject, from the structure of the system, to the definitions of classes, to the application in the field. Soil classification can be approached from the perspective of soil as a material and soil as a resource.<\/p>\n<\/blockquote>\n<p>Our Geologists perform details soil tests for classifying soils and determining their basic physical properties and behaviours using the national &amp; international standards.<\/p>\n<ul>\n<li><strong>Moisture Content<\/strong><\/li>\n<\/ul>\n<p>Water Content of Soil <small>(BS EN ISO 17892-1: 2014)<\/small><br \/>Moisture Content of Soil <small>(BS1377 : Part 2 : Clause 3.2 : 1990)<\/small><\/p>\n<ul>\n<li><strong>Atteberg Limits:\u00a0 liquid limits, plastic limits and plasticity index<\/strong><\/li>\n<\/ul>\n<p>Liquid and Plastic Limits of soil, 4 point cone penetrometer method <small>(BS EN ISO 17892-12:2018)<\/small><\/p>\n<ul>\n<li><strong>Linear Shrinkage<\/strong><\/li>\n<\/ul>\n<p>Linear shrinkage of soil <small>(BS1377 : Part 2 : Clauses 4.3, 5.3 &amp; 5.4 1990)<\/small><\/p>\n<ul>\n<li><strong>Bulk &amp; Dry Density<\/strong><\/li>\n<\/ul>\n<p>Bulk and dry density by Linear Measurement Method <small>(BS EN ISO 17892-2: 2014 Clause 5.1)<\/small><\/p>\n<ul>\n<li><strong>Particle Density<\/strong> (previously known as Specific Gravity )<\/li>\n<\/ul>\n<p>Particle density by Gas jar method <small>(BS1377 : Part 2 : Clause 8.2 : 1990)<\/small><br \/>Particle density by Small pyknometer method <small>(BS EN ISO 17892-3:2015 )<\/small><\/p>\n<ul>\n<li><strong>Particle Size Distribution<\/strong> (sieve &amp; mechanical analysis)<\/li>\n<\/ul>\n<p>Particle Size Distribution by Wet\/Dry sieve analysis <small>(BS EN ISO 17892-4:2016, clause 5.2)<\/small><br \/>Mechanical analysis by Hydrometer method <small>(BS EN ISO 17892-4:2016, clause 5.3)<\/small><\/p>","protected":false},"excerpt":{"rendered":"<p>Soil classification is a dynamic subject, from the structure of the system, to the definitions of classes, to the application in the field. Soil classification can be approached from the perspective of soil as a material and soil as a<\/p>\n","protected":false},"author":1,"featured_media":992,"parent":1189,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1476","page","type-page","status-publish","has-post-thumbnail","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Physical Properties Tests of Soil | V.S.K GEOANALYSIS LTD<\/title>\n<meta name=\"description\" content=\"Our Geologists perform details soil tests for classifying soils and determining their basic physical properties and behaviours.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geoanalysis.com.cy\/en\/geotechnical-laboratory\/physical-properties-tests-of-soil\/\" \/>\n<meta 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