{"id":14520,"date":"2024-10-04T14:15:16","date_gmt":"2024-10-04T12:15:16","guid":{"rendered":"https:\/\/menardcanada.ca\/?p=14520"},"modified":"2024-10-04T14:15:17","modified_gmt":"2024-10-04T12:15:17","slug":"article-technique-recommandations-de-conception-pour-les-inclusions-rigides-concernant-la-hauteur-critique-pour-les-talus-et-les-remblais","status":"publish","type":"post","link":"https:\/\/menardcanada.ca\/fr\/article-technique-recommandations-de-conception-pour-les-inclusions-rigides-concernant-la-hauteur-critique-pour-les-talus-et-les-remblais\/","title":{"rendered":"Article technique &#8211; Recommandations de conception pour les inclusions rigides concernant la hauteur critique pour les talus et les remblais"},"content":{"rendered":"<div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container fusion-parallax-none nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" 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style=\"--awb-bg-size:cover;--awb-width-large:66.666666666667%;--awb-margin-top-large:0px;--awb-spacing-right-large:2.88%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:2.88%;--awb-width-medium:75%;--awb-spacing-right-medium:2.56%;--awb-spacing-left-medium:2.56%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element \" style=\"text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\" fusion-imageframe imageframe-none imageframe-1 hover-type-none\"><a href=\"https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide.png\" class=\"fusion-lightbox\" data-rel=\"iLightbox[d8768e5c875add90c68]\" data-title=\"GeoMontreal Inclusion Rigide\" title=\"GeoMontreal Inclusion Rigide\"><img decoding=\"async\" width=\"1140\" height=\"200\" src=\"https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide.png\" alt class=\"img-responsive wp-image-14522\" srcset=\"https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide-200x35.png 200w, https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide-400x70.png 400w, https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide-600x105.png 600w, https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide-800x140.png 800w, https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-Inclusion-Rigide.png 1140w\" sizes=\"(max-width: 1024px) 100vw, (max-width: 640px) 100vw, 800px\" \/><\/a><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_2_3 2_3 fusion-flex-column\" style=\"--awb-padding-top:50px;--awb-padding-right:50px;--awb-padding-bottom:50px;--awb-padding-left:50px;--awb-bg-color:#ffffff;--awb-bg-color-hover:#ffffff;--awb-bg-size:cover;--awb-border-color:#e20025;--awb-border-bottom:8px;--awb-border-style:solid;--awb-width-large:66.666666666667%;--awb-margin-top-large:0px;--awb-spacing-right-large:2.88%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:2.88%;--awb-width-medium:75%;--awb-order-medium:0;--awb-spacing-right-medium:2.56%;--awb-spacing-left-medium:2.56%;--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\"><p><a href=\"https:\/\/www.linkedin.com\/in\/benoit-st-onge-93267547\/\" target=\"_blank\" rel=\"noopener\">ST-ONGE, Benoit<\/a>(1), <a href=\"https:\/\/www.linkedin.com\/in\/j%C3%A9r%C3%B4me-racinais-94865051\/\" target=\"_blank\" rel=\"noopener\">RACINAIS, Jer\u00f4me<\/a>(2), BURTIN, Pierre(3), <a href=\"https:\/\/www.linkedin.com\/in\/sacha-cahen-06a0b4133\/\" target=\"_blank\" rel=\"noopener\">CAHEN, Sacha<\/a>(2)<br \/>\n(1)Menard Canada, Montreal, Qu\u00e9bec, Canada<br \/>\n(2)Menard, Paris, France<br \/>\n(3)Menard, Lyon, France<\/p>\n<h3>R\u00c9SUM\u00c9<\/h3>\n<p>Les Inclusions Rigides (IR) ou Colonnes \u00e0 Module Contr\u00f4l\u00e9 (CMC) sont une technique de renforcement des sols de plus en plus utilis\u00e9e dans le march\u00e9 canadien. Le syst\u00e8me d\u2019inclusions rigides est constitu\u00e9 de colonnes cimentaires de diam\u00e8tre allant de 250 mm \u00e0 450 mm, install\u00e9es selon un patron r\u00e9gulier. Au-dessus du syst\u00e8me, entre la t\u00eate des IR et la structure a supporter, une couche compact\u00e9e de mat\u00e9riau granulaire appel\u00e9e plateforme de transfert de charge (PTC)<br \/>\nest g\u00e9n\u00e9ralement install\u00e9e. Les IR sont souvent utilis\u00e9s pour r\u00e9duire les tassements induits par des remblais. Cependant, lorsque des inclusions rigides sont utilis\u00e9es pour soutenir un remblai de faible hauteur, l\u2019\u00e9paisseur de la PTC granulaire peut \u00eatre insuffisante pour engager pleinement l\u2019effet de vo\u00fbte, cr\u00e9ant ainsi une rupture par poin\u00e7onnement au sein de la PTC. Quelques recommandations, bas\u00e9es sur les principes d\u2019\u00e9tats limites, ont \u00e9t\u00e9 d\u00e9velopp\u00e9es par la British Standards Institution (BSI), la Federal Highway Administration (FHWA) et par ASIRI sur l&rsquo;\u00e9paisseur minimale de PTC (Hcritique). Les recommandations sont limit\u00e9es et ne font pas de distinction entre les profils de sol plus raides et les profils plus mous. Cet article couvre les \u00e9tudes et recommandations de Menard, d\u00e9velopp\u00e9es \u00e0 partir de mod\u00e8les num\u00e9riques et des cas d\u2019\u00e9tudes, pour la conception des inclusions rigides sous des remblais de faible hauteur.<\/p>\n<p>Pour lire l&rsquo;article dans son int\u00e9gralit\u00e9, veuillez <strong><a href=\"https:\/\/menardcanada.ca\/wp-content\/uploads\/sites\/8\/2024\/09\/GeoMontreal-2024-Rigid-Inclusion-design-recommendation-on-Critical-Height-for-embankment-and-fill-Menard-Canada.pdf\" target=\"_blank\" rel=\"noopener\">t\u00e9l\u00e9charger le pdf en anglais<\/a><\/strong><\/p>\n<\/div><div class=\"fusion-text fusion-text-2\" style=\"--awb-content-alignment:left;\"><div class=\"addtoany_shortcode\"><div class=\"a2a_kit a2a_kit_size_32 addtoany_list\" data-a2a-url=\"https:\/\/menardcanada.ca\/fr\/article-technique-recommandations-de-conception-pour-les-inclusions-rigides-concernant-la-hauteur-critique-pour-les-talus-et-les-remblais\/\" 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