{"id":16735,"date":"2024-07-23T11:02:13","date_gmt":"2024-07-23T15:02:13","guid":{"rendered":"https:\/\/gcttg.com\/?p=16735"},"modified":"2025-01-10T13:57:41","modified_gmt":"2025-01-10T18:57:41","slug":"sageos-direct-shear-boxes","status":"publish","type":"post","link":"https:\/\/gcttg.com\/en\/sageos-direct-shear-boxes\/","title":{"rendered":"SAGEOS \u2013 Direct Shear Boxes"},"content":{"rendered":"<div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1248px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-1\" style=\"--awb-content-alignment:left;--awb-font-size:20px;--awb-text-color:var(--awb-custom_color_13);\"><p>Measuring the shear strengths of soil\/soil interfaces, soil\/geosynthetics interfaces, and geosynthetics\/geosynthetics interfaces is essential expertise for geotechnical experts.<\/p>\n<\/div><div class=\"fusion-text fusion-text-2\" style=\"--awb-content-alignment:left;\"><p>In the case of soils, determining the failure curve of a soil, identifying the friction angle and soil cohesion allows for the design of slope structures and verification of their stability.<\/p>\n<p>For interfaces involving geosynthetics (soil\/geosynthetics and geosynthetics\/geosynthetics), it is possible to evaluate the maximum stabilization angles of a structure to ensure that the interfaces do not slide relative to each other.<\/p>\n<p>These measurements are made with specialized equipment equipped with load cells dedicated to measuring shear: A normal stress is applied to an upper box, transmitting the load to the tested specimen (300mmx300mm), while a constant displacement is imposed on the lower box until the specimen fails. The interface is located between the two boxes. Thus, the shear strength of the interfaces can be measured.<\/p>\n<p>These tests are useful for the design of storage basins, tailings and the management of waste or mining residues, technical landfill sites (LET), etc.<\/p>\n<p>Examples of standard test methods used by SAGEOS laboratories.<\/p>\n<ul>\n<li><a title=\"ASTM D3080 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.\" href=\"https:\/\/www.astm.org\/d3080-04.html\" target=\"_blank\" rel=\"nofollow noopener\">ASTM D3080 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.\u00a0<\/a><\/li>\n<li><a title=\"ASTM D5321 Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear.\" href=\"https:\/\/www.astm.org\/d5321-12.html\" target=\"_blank\" rel=\"nofollow noopener\">ASTM D5321 Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear.<\/a><\/li>\n<li><a title=\"ASTM D6243 Standard Test Method for Determining the Internal and Interface Shear Strength of Geosynthetic Clay Liner by the Direct Shear Method.\" href=\"https:\/\/www.astm.org\/d6243_d6243m-20.html\" target=\"_blank\" rel=\"nofollow noopener\">ASTM D6243 Standard Test Method for Determining the Internal and Interface Shear Strength of Geosynthetic Clay Liner by the Direct Shear Method.<\/a><\/li>\n<\/ul>\n<\/div><div class=\"fusion-text fusion-text-3\" style=\"--awb-content-alignment:left;--awb-margin-top:20px;\"><p>Any question may be addressed at <a href=\"mailto:info@gcttg.com\" target=\"_blank\" rel=\"nofollow noopener\">info@gcttg.com<\/a><br \/>\n<strong>SAGEOS<\/strong>, at the heart of the matter<\/p>\n<\/div><div class=\"fusion-image-carousel fusion-image-carousel-auto fusion-image-carousel-1\" style=\"margin-top:20px;margin-right:10%;margin-left:10%;\"><div class=\"awb-carousel awb-swiper 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768px\" \/><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"768\" height=\"768\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-66x66.png 66w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-150x150.png 150w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-200x200.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-300x300.png 300w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-400x400.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-500x500.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-600x600.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024-700x700.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2024\/07\/Diapositive2_shear_box-2024.png 768w\" sizes=\"(max-width: 768px) 100vw, 768px\" \/><\/div><\/div><\/div><\/div><div class=\"awb-swiper-button awb-swiper-button-prev\"><i class=\"awb-icon-angle-left\" aria-hidden=\"true\"><\/i><\/div><div class=\"awb-swiper-button awb-swiper-button-next\"><i class=\"awb-icon-angle-right\" aria-hidden=\"true\"><\/i><\/div><\/div><\/div><\/div><\/div><\/div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Measuring the shear strengths of soil\/soil interfaces, soil\/geosynthetics interfaces, and geosynthetics\/geosynthetics interfaces is essential expertise for geotechnical experts.<\/p>\n","protected":false},"author":10,"featured_media":16742,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[78,77],"tags":[247,248,249,251,252,250,253,254],"class_list":["post-16735","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-a-la-une-en","category-uncategorized","tag-astm-d3080","tag-astm-d5321","tag-astm-d6243","tag-boites-de-cisaillement-direct","tag-geosynthetiques","tag-sageos","tag-sol","tag-standard-test-method"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.8 - aioseo.com -->\n\t<meta name=\"description\" content=\"Measuring the shear strengths of soil\/soil interfaces, soil\/geosynthetics interfaces, and geosynthetics\/geosynthetics interfaces is essential expertise for geotechnical experts.\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<meta name=\"author\" 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