{"id":12514,"date":"2023-09-19T19:46:24","date_gmt":"2023-09-19T17:46:24","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=12514"},"modified":"2023-11-16T18:15:15","modified_gmt":"2023-11-16T17:15:15","slug":"edifice-federal-shawinigan-quebec","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/fr\/soil-expert-portfolio\/edifice-federal-shawinigan-quebec\/","title":{"rendered":"\u00c9difice F\u00e9d\u00e9ral: Shawinigan, Qu\u00e9bec"},"content":{"rendered":"

Technique s\u00e9lectionn\u00e9e\u00a0<\/span>:<\/span>
\n<\/span>Compactage Dynamique<\/b><\/span><\/span><\/p>\n


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Zone de traitement :
\n<\/span><\/span>11\u202f300 m\u00b2<\/b><\/p>\n


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Menard Canada a \u00e9t\u00e9 mandat\u00e9 par Pomerleau<\/a> pour am\u00e9liorer les sols sur une profondeur de +- 8m situ\u00e9s sous le futur Centre National de V\u00e9rification et de Recouvrement, un batiment de 4 etages situ\u00e9 \u00e0 Shawinigan (QC).<\/p>\n

Conditions de sol<\/h3>\n
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Les donn\u00e9es g\u00e9otechniques extraites des rapports de forage indiquent, dans l\u2019ensemble du site, le profil de sol suivant :<\/p>\n