{"id":3633,"date":"2023-02-13T17:10:34","date_gmt":"2023-02-13T14:10:34","guid":{"rendered":"https:\/\/kordef.com.tr\/zeminin-mekanik-ozelliklerinin-tayini-deneyleri\/"},"modified":"2023-02-15T16:41:28","modified_gmt":"2023-02-15T13:41:28","slug":"determination-of-the-mechanical-properties-of-the-soil","status":"publish","type":"page","link":"https:\/\/kordef.com.tr\/en\/determination-of-the-mechanical-properties-of-the-soil\/","title":{"rendered":"DETERMINATION OF THE MECHANICAL PROPERTIES OF THE SOIL"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"3633\" class=\"elementor elementor-3633 elementor-2313\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cd5ad33 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"cd5ad33\" 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-7ebbcbd\" data-id=\"7ebbcbd\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9ab3325 elementor-widget elementor-widget-spacer\" data-id=\"9ab3325\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.10.2 - 29-01-2023 *\/\n.elementor-column 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class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/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\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2674014 elementor-section-content-middle elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2674014\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-extended\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c770cef\" data-id=\"c770cef\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-336698e align-center elementor-widget elementor-widget-mae-headings\" data-id=\"336698e\" data-element_type=\"widget\" data-widget_type=\"mae-headings.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"master-heading\">\n\t        \n\t        \t        <h2 class=\"main-heading\">DETERMINATION OF THE MECHANICAL PROPERTIES OF THE SOIL<\/h2>\n\t        \n\t        \t        <div class=\"divider\"><\/div>\n\t        \n\t        \t    <\/div>\n\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\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cc9b8e8 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"cc9b8e8\" 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-b9a1bfc\" data-id=\"b9a1bfc\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-609cf28 elementor-widget elementor-widget-text-editor\" data-id=\"609cf28\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.10.2 - 29-01-2023 *\/\n.elementor-widget-text-editor.elementor-drop-cap-view-stacked .elementor-drop-cap{background-color:#818a91;color:#fff}.elementor-widget-text-editor.elementor-drop-cap-view-framed .elementor-drop-cap{color:#818a91;border:3px solid;background-color:transparent}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap{margin-top:8px}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap-letter{width:1em;height:1em}.elementor-widget-text-editor .elementor-drop-cap{float:left;text-align:center;line-height:1;font-size:50px}.elementor-widget-text-editor .elementor-drop-cap-letter{display:inline-block}<\/style>\t\t\t\t<table><tbody><tr><td><p><strong>Experiment on it<\/strong><\/p><p><strong>Ingredients\/Products<\/strong><\/p><\/td><td><strong>Experiment Name<\/strong><\/td><td><strong>Test Method (National\/<\/strong><br \/><strong>International Standards)<\/strong><\/td><\/tr><tr><td rowspan=\"12\"><div class=\"lRu31\"><strong><span class=\"HwtZe\" lang=\"en\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">DETERMINATION OF THE MECHANICAL PROPERTIES OF THE SOIL<\/span><\/span><\/span><\/strong><\/div><\/td><td>Determination of Soil Bearing Capacity by Plate Loading Test<\/td><td>TS 5744<\/td><\/tr><tr><td>Determination of Liquid Limit with Multiplication Device<br \/>Determination of Carry Rate (California Carry Rate (CBR))<\/td><td>TS 1900-2 Article 5.1 Experiment 1<\/td><\/tr><tr><td>On-Site Determination of California Carriage Rate (Cbr) on Ground<\/td><td>TS 13593 02.01.2014<\/td><\/tr><tr><td>Odometer Experiment by Gradual Loading<\/td><td>TS EN ISO 17892-5<\/td><\/tr><tr><td>Uniaxial Pressure Test<\/td><td>TS EN ISO 17892-7<\/td><\/tr><tr><td>Unconsolidated and Undrained Triaxial Test<\/td><td>TS EN ISO 17892-8<\/td><\/tr><tr><td>Direct Shear Test<\/td><td>TS EN ISO 17892-10<\/td><\/tr><tr><td>Permeability Tests<\/td><td>TS EN ISO 17892-11<\/td><\/tr><tr><td>Determination of Minimum Unit Weight (Relative Density) of Soils<\/td><td>ASTM D 4254-Metot 1A<\/td><\/tr><tr><td>Fixed Level Permeability Test of Granular Soils<\/td><td>AASHTO-T215 (2018)<\/td><\/tr><tr><td>Swelling Tests ( Swelling Percentage Test )<\/td><td>TS 1900-2 \/T1: Article 5.8.1<\/td><\/tr><tr><td>Swelling Tests ( Swelling Pressure Test )<\/td><td>TS 1900-2 \/ T1: Article 5.8.2<\/td><\/tr><\/tbody><\/table>\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\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bf553d2 elementor-section-stretched elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bf553d2\" data-element_type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;,&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-100 elementor-top-column elementor-element elementor-element-b0cdc44\" data-id=\"b0cdc44\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c9ee198 elementor-widget elementor-widget-spacer\" data-id=\"c9ee198\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div 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data-widget_type=\"mae-button.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\n        <a class=\"master-button btn-accent icon-none small\" href=\"https:\/\/kordef.com.tr\/en\/communication\/\" >\n                        <span>Communication<\/span>\n                    <\/a>\n\n        \t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-479f1e4 elementor-widget elementor-widget-spacer\" data-id=\"479f1e4\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/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\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>DETERMINATION OF THE MECHANICAL PROPERTIES OF THE SOIL Experiment on it Ingredients\/Products Experiment Name Test Method (National\/International Standards) DETERMINATION OF THE MECHANICAL PROPERTIES OF THE SOIL Determination of Soil Bearing Capacity by Plate Loading Test TS 5744 Determination of Liquid Limit with Multiplication DeviceDetermination of Carry Rate<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_mi_skip_tracking":false,"footnotes":""},"class_list":["post-3633","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/pages\/3633","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/comments?post=3633"}],"version-history":[{"count":7,"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/pages\/3633\/revisions"}],"predecessor-version":[{"id":4045,"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/pages\/3633\/revisions\/4045"}],"wp:attachment":[{"href":"https:\/\/kordef.com.tr\/en\/wp-json\/wp\/v2\/media?parent=3633"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}