Case Study: Installation of a Soil-Cement-Bentonite Groundwater Cutoff Wall in Argentia, NL
Nathan Coughenour, Daniel Ruffing
In the proceedings of: GeoSt. John's 2019: 72nd Canadian Geotechnical ConferenceSession: Posters
ABSTRACT: In 2014, Canada Geo-Solutions Inc. (CGSI) completed a deep groundwater cutoff wall on the Avalon Peninsula of Newfoundland & Labrador using the slurry trenching installation method with a soil-cement-bentonite backfill. The objective of the project was to cutoff groundwater flow from the adjacent bay so that a deep, large excavation, approximately 250 m long x 250 m wide x 19 m below sea level, could be effectively dewatered for use as a graving dock for the construction of an offshore oil rig structure. The cumulative length of cutoff walls installed was 773 linear meters with depths up to 40 m below ground surface and a total area, length x depth, of 29,712 m2. The performance requirements for the installed cutoff wall included a maximum hydraulic conductivity of 5x10-7 cm/s and a minimum shear strength of 100 kPa.
Please include this code when submitting a data update: GEO2019_191
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Coughenour, Nathan, Ruffing, Daniel (2019) Case Study: Installation of a Soil-Cement-Bentonite Groundwater Cutoff Wall in Argentia, NL in GEO2019. Ottawa, Ontario: Canadian Geotechnical Society.
@article{Coughenour_GEO2019_191,
author = Nathan Coughenour, Daniel Ruffing,
title = Case Study: Installation of a Soil-Cement-Bentonite Groundwater Cutoff Wall in Argentia, NL ,
year = 2019
}
title = Case Study: Installation of a Soil-Cement-Bentonite Groundwater Cutoff Wall in Argentia, NL ,
year = 2019
}