{"id":6350,"date":"2023-11-25T19:31:08","date_gmt":"2023-11-25T18:31:08","guid":{"rendered":"https:\/\/www.labexpin.com\/portfolio-items\/enquete-des-fondations\/"},"modified":"2025-05-11T18:07:23","modified_gmt":"2025-05-11T16:07:23","slug":"enquete-des-fondations","status":"publish","type":"avada_portfolio","link":"https:\/\/www.labexpin.com\/fr\/portfolio-items\/enquete-des-fondations\/","title":{"rendered":"Enqu\u00eate des Fondations"},"content":{"rendered":"<p><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-padding-top:0px;--awb-margin-top:0px;--awb-margin-bottom: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:1216.8px;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-overflow:hidden;--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-border-color:var(--awb-color1);--awb-border-style:solid;--awb-border-radius:15px 15px 15px 15px;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:25px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-margin-top-medium:0px;--awb-spacing-right-medium:1.92%;--awb-margin-bottom-medium:0px;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-margin-top-small:10px;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-title title fusion-title-1 fusion-sep-none fusion-title-text fusion-title-size-one\" style=\"--awb-text-color:var(--awb-color5);--awb-margin-bottom:40px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-font-size:var(--awb-custom_typography_1-font-size);\"><h1 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"font-family:var(--awb-custom_typography_1-font-family);font-weight:var(--awb-custom_typography_1-font-weight);font-style:var(--awb-custom_typography_1-font-style);margin:0;letter-spacing:var(--awb-custom_typography_1-letter-spacing);text-transform:var(--awb-custom_typography_1-text-transform);font-size:1em;--fontSize:40;line-height:var(--awb-custom_typography_1-line-height);\">Enqu\u00eate des Fondations<\/h1><\/div><div class=\"fusion-text fusion-text-1\" style=\"--awb-content-alignment:justify;--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-color:var(--awb-color6);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);\"><p>Excavation m\u00e9canique ou manuelle (r\u00e9alis\u00e9e directement par nous-m\u00eame ou par une entreprise s\u00e9lectionn\u00e9e par le client), avec assistance arch\u00e9ologique \u00e9ventuelle si dans les zones d&rsquo;int\u00e9r\u00eat arch\u00e9ologique et \u00e9tude des structures de fondation. Dans des cas particuliers (nappe phr\u00e9atique peu profonde) ou de profondeurs d&rsquo;excavation particuli\u00e8res, il sera n\u00e9cessaire de d\u00e9finir les modalit\u00e9s d&rsquo;excavation particuli\u00e8res (Ass\u00e8chement du chantier, \u00e9tayage de tranch\u00e9e, &#8230;). Cette inspection est pouss\u00e9e jusqu&rsquo;au pied des fondations directes, afin de d\u00e9finir la profondeur d&rsquo;appui de ces derni\u00e8res, permettant ainsi d&rsquo;obtenir la repr\u00e9sentation g\u00e9om\u00e9trique avec une documentation photographique ad\u00e9quate des structures de fondation, afin d&rsquo;\u00e9valuer les \u00e9ventuels agrandissements ou dimensions des plinthes ou des poutres invers\u00e9es, pour le calcul des contraintes d\u00e9vers\u00e9es dans le sol.<br \/>\nEn cas d&rsquo;impossibilit\u00e9 d&rsquo;excavation directe, il est possible d&rsquo;op\u00e9rer par des m\u00e9thodes indirectes (m\u00e9thodes sp\u00e9cifiques \u00e0 la g\u00e9ophysique telles que les essais au g\u00e9oradar, les essais \u00e9lectriques ou le down-hole) ou par carottage subvertical, pouss\u00e9 jusqu&rsquo;\u00e0 la base d\u2019appui des fondations. Gr\u00e2ce aux diff\u00e9rents angles de carottage, il sera \u00e9galement possible de d\u00e9finir la forme de la fondation avec un impact limit\u00e9 sur les structures.<\/p>\n<\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-2 fusion-flex-container nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-background-position:left top;--awb-border-sizes-top:0px;--awb-border-sizes-bottom:0px;--awb-border-sizes-left:0px;--awb-border-sizes-right:0px;--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-padding-top:0px;--awb-padding-bottom:0px;--awb-background-color:var(--awb-color2);--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1216.8px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--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-section-separator section-separator big-half-circle fusion-section-separator-1\" style=\"--awb-spacer-height:99px;--awb-svg-margin-left:1.92%;--awb-svg-margin-right:1.92%;--awb-svg-margin-left-medium:1.92%;--awb-svg-margin-right-medium:1.92%;--awb-svg-margin-left-small:1.92%;--awb-svg-margin-right-small:1.92%;--awb-divider-height:99px;--awb-spacer-padding-top:inherit;--awb-sep-padding:0;--awb-svg-padding:0;\"><div class=\"fusion-section-separator-svg\"><svg class=\"fusion-big-half-circle-candy\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" version=\"1.1\" width=\"100%\" height=\"100\" viewBox=\"0 0 100 100\" preserveAspectRatio=\"none\" fill=\"rgba(255,255,255,1)\"><path d=\"M0 0 C55 180 100 0 100 0 Z\"><\/path><\/svg><\/div><div class=\"fusion-section-separator-spacer\"><div class=\"fusion-section-separator-spacer-height\"><\/div><\/div><\/div><div class=\"fusion-separator fusion-full-width-sep\" style=\"align-self: center;margin-left: auto;margin-right: auto;margin-top:80px;width:100%;\"><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":3,"featured_media":6351,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":{"footnotes":""},"portfolio_category":[],"portfolio_skills":[136],"portfolio_tags":[],"class_list":["post-6350","avada_portfolio","type-avada_portfolio","status-publish","format-standard","has-post-thumbnail","hentry","portfolio_skills-releves-sondages-et-inspections"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.7 - 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