{"id":13169,"date":"2023-11-29T16:39:56","date_gmt":"2023-11-29T15:39:56","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=13169"},"modified":"2024-07-22T20:44:36","modified_gmt":"2024-07-22T18:44:36","slug":"birchley-park-residential-housing-toronto-ontario","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/soil-expert-portfolio\/birchley-park-residential-housing-toronto-ontario\/","title":{"rendered":"Birchley Park, Residential Housing – Toronto, Ontario"},"content":{"rendered":"

Selected Technique:\u00a0<\/span>
\n<\/span>Rapid Impact Compaction<\/b><\/span><\/span><\/p>\n


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Treatment Area:
\n<\/span><\/span>12,000 m\u00b2<\/b><\/p>\n


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Treatment Depth:
\n<\/span><\/span>6 m<\/b><\/p>\n


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Menard Canada was selected by Diamond Kilmer Developments<\/a> to provide the required resources and quality control associated with the ground improvement work of Rapid Impact Compaction (RIC) for the proposed Street \u201cA\u201d and section of Street \u201cB\u201d at 411 Victoria Park in Toronto, ON.<\/p>\n

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RIC – Toronto, Ontario<\/i><\/p>\n<\/div>

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<\/i><\/span>GET IN TOUCH WITH US TODAY FOR YOUR NO-CHARGE PROJECT ASSESSMENT<\/span><\/a><\/div>
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Ground Conditions<\/h3>\n
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The working platform was installed prior to Menard Canada arrival on site, the platform consisted of a combination of existing fill material and recycled concrete. The fill was underlain by a dense native sand layer, and based on the geotechnical information provided to Menard, the deepest fill areas were found on the East end of the site and extended to \u00b16 mbgs.<\/p>\n<\/div>\n<\/div>\n<\/div>\n

Menard Canada Solution<\/h3>\n

In consideration of the existing ground conditions encountered at site, it is required to carry out ground improvement, in the form of Rapid Impact Compaction<\/a> (RIC), in order to verify the density of in-situ fills, compact any loose soils, improve the bearing capacity, and control total and differential settlement below road alignments. RIC was performed to meet the specifications of 100 kPa at SLS below the road.<\/p>\n<\/div>

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Explore Other Projects<\/h2>\n<\/div>