{"id":10625,"date":"2022-09-23T11:54:13","date_gmt":"2022-09-23T09:54:13","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=10625"},"modified":"2023-11-16T18:10:28","modified_gmt":"2023-11-16T17:10:28","slug":"entrepot-sorel-tracy-quebec","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/fr\/soil-expert-portfolio\/entrepot-sorel-tracy-quebec\/","title":{"rendered":"Entrep\u00f4t : Sorel-Tracy, Qu\u00e9bec"},"content":{"rendered":"

Technique s\u00e9lectionn\u00e9e :<\/span>
\n<\/span>Colonnes \u00e0 Module Contr\u00f4l\u00e9<\/b><\/span><\/p>\n


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Zone de traitement :
\n<\/span><\/span>4 839 m\u00b2<\/b><\/b><\/p>\n


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Suite \u00e0 sa proposition alternative aux pieux, Menard Canada a re\u00e7u le mandat de Construction Deric. afin de r\u00e9aliser l’am\u00e9lioration du sol pour la construction d’un futur entrep\u00f4t multifonctionnel d’Arrimage Qu\u00e9bec-QSL.<\/p>\n

La solution des Colonnes \u00e0 Module Contr\u00f4l\u00e9<\/a> (CMC) a \u00e9t\u00e9 retenue pour r\u00e9duire les tassements et assurer la portance requise. La superficie du futur b\u00e2timent est de 4839 m2.<\/p>\n

Conditions de sol<\/h3>\n
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Les donn\u00e9es g\u00e9otechniques extraites des rapports de forage ont indiqu\u00e9 le profil suivant :<\/p>\n