{"id":1368,"date":"2025-08-07T04:50:12","date_gmt":"2025-08-07T04:50:12","guid":{"rendered":"https:\/\/stagging-site-test-wordpress.rz.mup-digital.com\/?page_id=1368"},"modified":"2025-09-22T03:22:30","modified_gmt":"2025-09-22T03:22:30","slug":"bodenmechanik","status":"publish","type":"page","link":"https:\/\/icp-geologen.de\/fr\/bodenmechanik\/","title":{"rendered":"M\u00e9canique des sols"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1368\" class=\"elementor elementor-1368\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-82e925e e-flex e-con-boxed e-con e-parent\" data-id=\"82e925e\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;video&quot;,&quot;background_video_link&quot;:&quot;https:\\\/\\\/stagging-site-test-wordpress.rz.mup-digital.com\\\/wp-content\\\/uploads\\\/2025\\\/08\\\/soil-mechanics-images-1.mp4&quot;,&quot;background_privacy_mode&quot;:&quot;yes&quot;,&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-background-video-container elementor-hidden-mobile\">\n\t\t\t\t\t\t\t<video class=\"elementor-background-video-hosted\" role=\"presentation\" autoplay muted playsinline loop><\/video>\n\t\t\t\t\t<\/div>\t\t<div class=\"elementor-element elementor-element-1922fea elementor-widget elementor-widget-heading\" data-id=\"1922fea\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Ing\u00e9nierie pour un avenir meilleur<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-496d11a elementor-widget elementor-widget-heading\" data-id=\"496d11a\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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\">M\u00e9canique des sols<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-70421f0 e-flex e-con-boxed e-con e-parent\" data-id=\"70421f0\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;,&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5e181ca elementor-widget elementor-widget-heading\" data-id=\"5e181ca\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">La m\u00e9canique des sols et son importance pour les projets de construction<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c7f6381 e-n-tabs-mobile elementor-widget elementor-widget-n-tabs\" data-id=\"c7f6381\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;tabs_justify_horizontal&quot;:&quot;center&quot;,&quot;horizontal_scroll&quot;:&quot;disable&quot;,&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"nested-tabs.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"e-n-tabs\" data-widget-number=\"209675137\" aria-label=\"Les onglets. Ouvre les \u00e9l\u00e9ments avec Enter ou Space, ferme-les avec Escape et navigue avec les touches fl\u00e9ch\u00e9es.\">\n\t\t\t<div class=\"e-n-tabs-heading\" role=\"tablist\">\n\t\t\t\t\t<button id=\"e-n-tab-title-2096751371\" data-tab-title-id=\"e-n-tab-title-2096751371\" class=\"e-n-tab-title\" aria-selected=\"true\" data-tab-index=\"1\" role=\"tab\" tabindex=\"0\" aria-controls=\"e-n-tab-content-2096751371\" style=\"--n-tabs-title-order: 1;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tEssais standard de m\u00e9canique des sols\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2096751372\" data-tab-title-id=\"e-n-tab-title-2096751372\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"2\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2096751372\" style=\"--n-tabs-title-order: 2;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tEssais \u00e9largis sur le comportement du sol\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2096751373\" data-tab-title-id=\"e-n-tab-title-2096751373\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"3\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2096751373\" style=\"--n-tabs-title-order: 3;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tCaract\u00e9ristiques du sol et limites de consistance\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2096751374\" data-tab-title-id=\"e-n-tab-title-2096751374\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"4\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2096751374\" style=\"--n-tabs-title-order: 4;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tTests de classification et d'aptitude\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t\t<\/div>\n\t\t\t<div class=\"e-n-tabs-content\">\n\t\t\t\t<div id=\"e-n-tab-content-2096751371\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2096751371\" data-tab-index=\"1\" style=\"--n-tabs-title-order: 1;\" class=\"e-active elementor-element elementor-element-7e2726d e-con-full e-flex e-con e-child\" data-id=\"7e2726d\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7d873da elementor-widget elementor-widget-image\" data-id=\"7d873da\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&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=\"800\" height=\"314\" src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-4.jpg\" class=\"attachment-large size-large wp-image-1396\" alt=\"\" srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-4.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-4-300x118.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-4-768x302.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-4-18x7.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\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<div class=\"elementor-element elementor-element-0762380 para-color elementor-widget elementor-widget-text-editor\" data-id=\"0762380\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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>Notre laboratoire effectue un grand nombre de tests standards conformes aux normes pour d\u00e9terminer les propri\u00e9t\u00e9s de base du sol, ce qui est essentiel pour les \u00e9valuations d'aptitude :<\/p><ul><li><strong>R\u00e9partition de la taille des grains :<\/strong><ul><li>Selon DIN EN ISO 17892-4 ou DIN EN 933-1<\/li><li>Proc\u00e9d\u00e9s : Tamisage humide\/sec, s\u00e9dimentation, analyse combin\u00e9e tamis\/boue<\/li><\/ul><\/li><li><strong>Essais Proctor (selon DIN 18127) :<\/strong><ul><li>R\u00e9alisation avec diff\u00e9rentes tailles de pots de tampons (100 mm, 150 mm, 250 mm)<\/li><\/ul><\/li><li><strong>Essai \u00e0 l'odom\u00e8tre :<\/strong><ul><li>D'apr\u00e8s Schulze\/Muhs pour d\u00e9terminer le comportement de tassement et de consolidation des sols<\/li><\/ul><\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2096751372\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2096751372\" data-tab-index=\"2\" style=\"--n-tabs-title-order: 2;\" class=\"elementor-element elementor-element-4a5421e e-con-full e-flex e-con e-child\" data-id=\"4a5421e\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ad9154f elementor-widget elementor-widget-image\" data-id=\"ad9154f\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&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 decoding=\"async\" width=\"800\" height=\"534\" data-src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3.jpg\" class=\"attachment-large size-large wp-image-1395 lazyload\" alt=\"\" data-srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-18x12.jpg 18w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/534;\" \/><noscript><img decoding=\"async\" width=\"800\" height=\"534\" src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3.jpg\" class=\"attachment-large size-large wp-image-1395\" alt=\"\" srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-3-18x12.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/noscript>\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<div class=\"elementor-element elementor-element-b9a0b50 para-color elementor-widget elementor-widget-text-editor\" data-id=\"b9a0b50\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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>Tests sp\u00e9ciaux pour analyser le comportement du sol dans des conditions complexes - pour \u00e9valuer la s\u00e9curit\u00e9 des fondations et la stabilit\u00e9 du sol de construction :<\/p><ul><li><strong>Essai de cisaillement sur cadre (selon DIN EN ISO 17892-10) :<\/strong><ul><li>R\u00e9alisation pour les sols coh\u00e9sifs et non coh\u00e9sifs pour d\u00e9terminer la r\u00e9sistance au cisaillement<\/li><\/ul><\/li><li><strong>D\u00e9termination du coefficient de perm\u00e9abilit\u00e9 :<\/strong><ul><li>Selon la norme DIN EN ISO 17892-11 avec pente hydraulique variable pour d\u00e9terminer la perm\u00e9abilit\u00e9 \u00e0 l'eau<\/li><\/ul><\/li><li><strong>D\u00e9termination de la perte au feu (selon DIN 18128) :<\/strong><ul><li>D\u00e9termination de la perte de masse lors du chauffage - pertinent pour les composants organiques<\/li><\/ul><\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2096751373\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2096751373\" data-tab-index=\"3\" style=\"--n-tabs-title-order: 3;\" class=\"elementor-element elementor-element-c032d7e e-con-full e-flex e-con e-child\" data-id=\"c032d7e\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-82e05d2 elementor-widget elementor-widget-image\" data-id=\"82e05d2\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&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 decoding=\"async\" width=\"800\" height=\"534\" data-src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2.jpg\" class=\"attachment-large size-large wp-image-1394 lazyload\" alt=\"\" data-srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-18x12.jpg 18w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/534;\" \/><noscript><img decoding=\"async\" width=\"800\" height=\"534\" src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2.jpg\" class=\"attachment-large size-large wp-image-1394\" alt=\"\" srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-2-18x12.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/noscript>\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<div class=\"elementor-element elementor-element-d3176e6 para-color elementor-widget elementor-widget-text-editor\" data-id=\"d3176e6\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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>Notre laboratoire d\u00e9termine les valeurs caract\u00e9ristiques pertinentes et les limites de consistance qui influencent le comportement du sol dans la construction :<\/p><ul><li><strong>Mesure de la densit\u00e9 des grains :<\/strong><ul><li>Avec des pycnom\u00e8tres capillaires selon la norme DIN EN ISO 17892-3<\/li><\/ul><\/li><li><strong>D\u00e9termination de la teneur en eau :<\/strong><ul><li>Selon la norme DIN EN ISO 17892-1 pour d\u00e9terminer les conditions d'humidit\u00e9<\/li><\/ul><\/li><li><strong>Limites de consistance :<\/strong><ul><li>Selon la norme DIN 18122 pour \u00e9valuer l'\u00e9tat des sols coh\u00e9sifs<\/li><\/ul><\/li><li><strong>Limite de r\u00e9traction (selon DIN 18122-2) :<\/strong><ul><li>\u00c9valuation du comportement de s\u00e9chage et de retrait des sols coh\u00e9sifs<\/li><\/ul><\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2096751374\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2096751374\" data-tab-index=\"4\" style=\"--n-tabs-title-order: 4;\" class=\"elementor-element elementor-element-051c23b e-con-full e-flex e-con e-child\" data-id=\"051c23b\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9a3c94f elementor-widget elementor-widget-image\" data-id=\"9a3c94f\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&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 loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"534\" data-src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1.jpg\" class=\"attachment-large size-large wp-image-1393 lazyload\" alt=\"\" data-srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-18x12.jpg 18w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/534;\" \/><noscript><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"534\" src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1.jpg\" class=\"attachment-large size-large wp-image-1393\" alt=\"\" srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-1-18x12.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/noscript>\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<div class=\"elementor-element elementor-element-a9eb5cb para-color elementor-widget elementor-widget-text-editor\" data-id=\"a9eb5cb\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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>Pour s\u00e9lectionner les mat\u00e9riaux de construction et les proc\u00e9d\u00e9s appropri\u00e9s, nous r\u00e9alisons des tests de classification et d'aptitude :<\/p><ul><li><strong>Classification des granulats recycl\u00e9s grossiers (selon la norme DIN EN 933-11) :<\/strong><ul><li>\u00c9valuation de la qualit\u00e9 des mat\u00e9riaux de construction recycl\u00e9s pour la construction<\/li><\/ul><\/li><li><strong>Test de perm\u00e9abilit\u00e9 \u00e0 l'eau (selon la norme DIN 18035) :<\/strong><ul><li>Test d'aptitude pour l'installation dans la construction de terrains de sport et d'infrastructures<\/li><\/ul><\/li><li><strong>Test d'aptitude \u00e0 l'am\u00e9lioration des sols avec des liants :<\/strong><ul><li>Selon TP BF-StB partie B 11.3 pour \u00e9valuer l'efficacit\u00e9 des mesures d'am\u00e9lioration des sols<\/li><\/ul><\/li><\/ul>\t\t\t\t\t\t\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<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-cb8cb35 e-flex e-con-boxed e-con e-parent\" data-id=\"cb8cb35\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-element elementor-element-b70aa69 e-con-full e-flex e-con e-child\" data-id=\"b70aa69\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t<div class=\"elementor-element elementor-element-926619d e-con-full e-flex e-con e-child\" data-id=\"926619d\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ddbea1f elementor-widget elementor-widget-heading\" data-id=\"ddbea1f\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">ICP INGENIEURE GmbH<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6e27884 elementor-widget elementor-widget-heading\" data-id=\"6e27884\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">M\u00e9canique des sols<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-666ac3a para-color elementor-widget elementor-widget-text-editor\" data-id=\"666ac3a\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" 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>La m\u00e9canique des sols \u00e9tudie les propri\u00e9t\u00e9s et le comportement des sols dans diff\u00e9rentes conditions - une base essentielle pour \u00e9valuer la capacit\u00e9 portante et la stabilit\u00e9 des sols de construction pour les projets d'ing\u00e9nierie et de construction.<\/p><p>Le site <strong>ICP Ingenieure GmbH\u00a0<\/strong>poss\u00e8de son propre laboratoire de m\u00e9canique des sols \u00e0 la pointe de la technologie, dans lequel notre \u00e9quipe d'experts effectue une multitude de tests standardis\u00e9s - pour classer les sols et analyser leur r\u00e9sistance et leur comportement de d\u00e9formation. Ces tests sont essentiels pour \u00e9valuer l'ad\u00e9quation des sols aux projets de construction et pour garantir la stabilit\u00e9 des fondations.<\/p><p>Notre laboratoire travaille selon les normes de qualit\u00e9 les plus \u00e9lev\u00e9es et fournit des r\u00e9sultats pr\u00e9cis et fiables qui servent de base aux d\u00e9cisions importantes du projet.<\/p><p><strong>Autres aspects des analyses de la m\u00e9canique des sols<\/strong><\/p><p class=\"translation-block\">La s\u00e9lection des m\u00e9thodes de test appropri\u00e9es se fait selon des crit\u00e8res centraux afin de garantir des r\u00e9sultats <strong>fiables, complets et \u00e9conomiques<\/strong> :<\/p><ul><li>Connaissances approfondies des propri\u00e9t\u00e9s m\u00e9caniques des sols comme base pour la planification des fondations et de la construction<\/li><li>Rentabilit\u00e9 gr\u00e2ce \u00e0 la s\u00e9lection sp\u00e9cifique au projet de m\u00e9thodes de test appropri\u00e9es, sans co\u00fbts inutiles<\/li><li>R\u00e9alisation dans les d\u00e9lais pour \u00e9viter les retards dans le d\u00e9roulement du chantier<\/li><li>Respecter les normes et r\u00e9glementations en vigueur au niveau national et international pour garantir des donn\u00e9es solides<\/li><\/ul><p><strong><br \/><\/strong>Le laboratoire de la <strong>ICP Ingenieure GmbH<\/strong>\u00a0garantit que chaque projet est \u00e9tay\u00e9 par des donn\u00e9es p\u00e9dologiques pr\u00e9cises, pertinentes et conformes aux normes - pour des d\u00e9cisions \u00e9clair\u00e9es et des conceptions d'ouvrages s\u00fbres.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-0310b0c e-con-full e-flex e-con e-child\" data-id=\"0310b0c\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b955e57 elementor-widget elementor-widget-image\" data-id=\"b955e57\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&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 loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"534\" data-src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5.jpg\" class=\"attachment-large size-large wp-image-1397 lazyload\" alt=\"\" data-srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-18x12.jpg 18w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/534;\" \/><noscript><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"534\" src=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5.jpg\" class=\"attachment-large size-large wp-image-1397\" alt=\"\" srcset=\"https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5.jpg 1000w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-300x200.jpg 300w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-768x512.jpg 768w, https:\/\/icp-geologen.de\/wp-content\/uploads\/2025\/08\/soil-mechanics-images-5-18x12.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/noscript>\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<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Engineering for a better tomorrow Bodenmechanik Bodenmechanik und ihre Bedeutung f\u00fcr Bauprojekte Standardversuche der Bodenmechanik Erweiterte Versuche zum Bodenverhalten Bodenkennwerte und Konsistenzgrenzen Klassifizierungs- und Eignungspr\u00fcfungen Unser Labor f\u00fchrt eine Vielzahl normgerechter Standardpr\u00fcfungen durch, um die grundlegenden Eigenschaften des Bodens zu bestimmen \u2013 essenziell f\u00fcr Eignungsbewertungen: Korngr\u00f6\u00dfenverteilung: Nach DIN EN ISO 17892-4 oder DIN EN 933-1 [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"footnotes":""},"class_list":["post-1368","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/pages\/1368","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/comments?post=1368"}],"version-history":[{"count":28,"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/pages\/1368\/revisions"}],"predecessor-version":[{"id":1992,"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/pages\/1368\/revisions\/1992"}],"wp:attachment":[{"href":"https:\/\/icp-geologen.de\/fr\/wp-json\/wp\/v2\/media?parent=1368"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}