{"id":9245,"date":"2022-08-17T16:15:40","date_gmt":"2022-08-17T14:15:40","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=9245"},"modified":"2023-05-02T22:51:07","modified_gmt":"2023-05-02T20:51:07","slug":"route-389-upgrade-baie-comeau-quebec","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/soil-expert-portfolio\/route-389-upgrade-baie-comeau-quebec\/","title":{"rendered":"Road 389 Upgrade: Baie Comeau, Qu\u00e9bec"},"content":{"rendered":"

Selected Technique:<\/span>
\n<\/span>Vertical Drains<\/b><\/span><\/span><\/p>\n


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Treatment Area:
\n<\/span><\/span>4000m2<\/b><\/p>\n


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Project Depth:<\/span>
\n<\/span>14-20m<\/b><\/span><\/p>\n


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As part of the improvement of Route 389 in Baie-Comeau, it was planned to install a surcharge to consolidate the underlying soft clays. The installation of Vertical Drains and surcharges was required between chainings 30+180 to 30+275 to consolidate the soil\u2014the anticipated depth of the drains for the 30+180 to 30+275 chains varied between 14 and 20 m.<\/span><\/p>\n

Ground Conditions<\/h3>\n
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