Author: Mathieu Nuth
Saskatoon 2023
Impact of specimen preparation techniques on the Interpretation of the unsaturated shear strength of granular soilsEmad Maleksaeedi, Sogol Sarlati, Mathieu Nuth
GeoVirtual 2020
Experimental investigation of the soil-water retention of a glacial till from northern QuebecEmad Maleksaeedi, Mathieu Nuth
St. John's 2019
Experimental observation of a soft clay consolidation behavior using constant-rate-of-strain (CRS) testEmad Maleksaeedi, Mathieu Nuth, Mourad Karray
Modelling the dependency of the soil-water retention behavior on the initial void ratio in unsaturated soils
Emad Maleksaeedi, Sogol Sarlati, Mathieu Nuth, Chekired Mohamed
Edmonton 2018
Application of a novel oedometer setup for performing constant-rate-of-strain (CRS) test on soft soilsEmad Maleksaeedi, Mathieu Nuth, Michael Demers Bonin, Mourad Karray
Stiffness and shear strength characteristics of unsaturated glass-beads: experimental observations
Sogol Sarlati, Emad Maleksaeedi, Mathieu Nuth, Mohamed Chekired
Vancouver 2016
Triaxial behavior of thickened gold mine tailings samples prepared by hydraulic depositionOlivier Bilodeau, Mathieu Nuth, Jerome Lapierre
A modified oedometer apparatus for experimentally obtaining the soil-water retention curve
Emad Maleksaeedi, Mathieu Nuth, Mohamed Chekired
Québec City 2015
FINITE ELEMENT MODELLING OF STONE COLUMN INSTALLATION: REVIEW OF MODELLING PRACTICES AND CASE STUDY WITH PLAXIS 2DOlivier Hurley, Mathieu Nuth, Mourad Karray
Montreal 2013
Experimental study of the small strain and large strain elastic parameters of thickened tailingsJerome Lapierre, Mathieu Nuth, Mourad Karray
Self-weight consolidation behavior of thickened gold mine tailings
Michael Demers Bonin, Mathieu Nuth, Alexandre Cabral, Anne-Marie Dagenais
Physical modeling of stone column installation in fine sand and its effect on lateral to vertical stress ratio
Olivier Hurley, Mathieu Nuth, Mourad Karray, Frederic Masse, Claire Mollereau, Mounir Bouassida, Mohamed Chekired
Nearby entries (alphabetically by last name):
