{"id":9036,"date":"2022-08-16T19:15:53","date_gmt":"2022-08-16T17:15:53","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=9036"},"modified":"2023-11-16T16:26:11","modified_gmt":"2023-11-16T15:26:11","slug":"no-7-road-south-drainage-pump-station-upgrade","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/soil-expert-portfolio\/no-7-road-south-drainage-pump-station-upgrade\/","title":{"rendered":"Drainage Pump Station Upgrade: Vancouver, British Columbia"},"content":{"rendered":"
Selected Technique:<\/span> Treatment Area: Project Depth:<\/span> The City of Richmond was upgrading its No.7 Road Drainage Pump Station and required ground improvement to limit the post-construction settlement of the structure after a seismic event.<\/p>\n The site\u2019s subsurface stratigraphy consisted of the following:
\n<\/span>Stone Columns with Vibroflot<\/b><\/span><\/p>\n
\n<\/div>
\n<\/span><\/span>1400m\u00b2<\/b><\/p>\n
\n<\/div>
\n<\/span>21m<\/b><\/span><\/p>\n
\n<\/div>Ground Conditions<\/h3>\n
\n\u2022 Approx. 9 m of Silty Clay;
\n\u2022 Underlain by 14 m of Silty Sand susceptible to liquefaction.
\nThe groundwater table is observed to be 2.5-3.0m deep.<\/p>\n<\/div>\n