{"id":9035,"date":"2022-08-16T19:16:31","date_gmt":"2022-08-16T17:16:31","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=9035"},"modified":"2023-05-02T22:38:38","modified_gmt":"2023-05-02T20:38:38","slug":"hotel-development-thunder-bay-ontario","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/soil-expert-portfolio\/hotel-development-thunder-bay-ontario\/","title":{"rendered":"Hotel Development: Thunder Bay, Ontario"},"content":{"rendered":"
Selected Technique:<\/span> Treatment Area: As part of the redevelopment of an existing motel location in Thunder Bay, ON, ground improvement was required to support the proposed new 3-storey motel building.<\/p>\n The soils on the project site consisted of a shallow layer of fill to depths of 2-3 meters, underlain by soft compressible clay soils to depths of approximately 9 meters, a 2-3 meter thick, dense layer of sandy soils, and finally more clay soils to depths of 30 meters or more.<\/p>\n Before the ground improvement works, the site was stripped of topsoil, asphalt, and existing building foundations, and a granular work platform was established.<\/p>\n<\/div>\n Menard Canada Solution<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n
\n<\/span>Controlled Modulus Columns<\/b><\/span><\/p>\n
\n<\/div>
\n<\/span><\/span>2400m2<\/b><\/p>\n
\n<\/div>Ground Conditions<\/h3>\n