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Chapuis, R. P., Marefat, V., & Zhang, L. (2021). Using Public Well Data Banks to Improve Field Investigations for Excavations. Geotechnical Testing Journal, 44(6), 1898-1919. External link
Marefat, V., Duhaime, F., Chapuis, R. P., & Le Borgne, V. (2016, October). Field performance of fully grouted piezometers installed in the Ste-Marthe clay deposit, Québec [Paper]. 70th Canadian Geotechnical Conference, Ottawa, Ontario (8 pages). Unavailable
Zhang, L., Marefat, V., & Chapuis, R. P. (2016, October). Comparisons of falling-head and rising-head permeability tests in monitoring wells [Paper]. 69th Canadian Geotechnical Conference, Vancouver, British Columbia (8 pages). Unavailable
Chapuis, R. P., Marefat, V., El-Harrak, N., & Barbeau, S. (2016, October). Field performance of a leachfield: evaluation problems [Paper]. 69th Canadian Geotechnical Conference, Vancouver, British Columbia (8 pages). Unavailable
Marefat, V., Chapuis, R. P., & Duhaime, F. (2015, May). In situ assessment of aquitard integrity: A tool for groundwater management [Paper]. 14th Global Joint Seminar on Geo-Environmental Engineering, Montréal, Québec. Unavailable
Marefat, V., Duhaime, F., & Chapuis, R. P. (2015, September). Performance of fully grouted piezometers subjected to transient flow conditions [Paper]. 68th Canadian Geotechnical Conference, Québec City, Québec (8 pages). Unavailable
Marefat, V., Duhaime, F., & Chapuis, R. P. (2015). Pore pressure response to barometric pressure change in Champlain clay: Prediction of the clay elastic properties. Engineering Geology, 198, 16-29. External link
Marefat, V., Chapuis, R. P., & Duhaime, F. (2014, September). Piezometric error for fully grouted piezometers installed in clay [Paper]. 67th Canadian Geotechnical Conference (GeoRegina 2014), Regina, Saskatchewan. Unavailable
Marefat, V., Duhaime, F., & Chapuis, R. P. (2013, September). Measuring pore pressure change in the Lachenaie clay deposit [Paper]. GeoMontreal 2013 : 66th Canadian Geotechnical Conference, Montréal, Québec (8 pages). Unavailable
