Greg Siemens
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Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials
S Siddiqua, J Blatz, G Siemens
Canadian Geotechnical Journal 48 (2), 199-213, 2011
Factors affecting GCL hydration under isothermal conditions
MT Rayhani, RK Rowe, RWI Brachman, WA Take, G Siemens
Geotextiles and Geomembranes 29 (6), 525-533, 2011
Experimental investigation of infiltration ponding in one-dimensional sand–geotextile columns
RJ Bathurst, G Siemens, AF Ho
Geosynthetics International 16 (3), 158-172, 2009
A column apparatus for investigation of 1-D unsaturated-saturated response of sand-geotextile systems
RJ Bathurst, AF Ho, G Siemens
Geotechnical Testing Journal 30 (6), 433-441, 2007
GCL hydration under simulated daily thermal cycles
R Kerry Rowe, MT Rayhani, WA Take, G Siemens, RWI Brachman
Geosynthetics International 18 (4), 196-205, 2011
Characterization of transparent soil for unsaturated applications
SB Peters, G Siemens, WA Take
Geotechnical Testing Journal 34 (5), 445-456, 2011
Comparison of confined and unconfined infiltration in transparent porous media
GA Siemens, SB Peters, WA Take
Water Resources Research 49 (2), 851-863, 2013
Evaluation of the influence of boundary confinement on the behaviour of unsaturated swelling clay soils
G Siemens, JA Blatz
Canadian Geotechnical Journal 46 (3), 339-356, 2009
Numerical investigation of transient hydration of unsaturated geosynthetic clay liners
G Siemens, WA Take, RK Rowe, RWI Brachman
Geosynthetics International 19 (3), 232-251, 2012
Influence of pore fluid chemistry on the mechanical properties of clay-based materials
S Siddiqua, G Siemens, J Blatz, A Man, BF Lim
Geotechnical and Geological Engineering 32, 1029-1042, 2014
Physical and numerical modeling of infiltration including consideration of the pore-air phase
GA Siemens, WA Take, SB Peters
Canadian Geotechnical Journal 51 (12), 1475-1487, 2014
Numerical parametric investigation of infiltration in one-dimensional sand–geotextile columns
G Siemens, RJ Bathurst
Geotextiles and Geomembranes 28 (5), 460-474, 2010
Time-dependent behaviour of the Bearpaw Shale in oedometric loading and unloading
JS Powell, WA Take, G Siemens, VH Remenda
Canadian Geotechnical Journal 49 (4), 427-441, 2012
Thirty-Ninth Canadian Geotechnical Colloquium: Unsaturated soil mechanics—bridging the gap between research and practice
GA Siemens
Canadian Geotechnical Journal 55 (7), 909-927, 2018
Impact of pore fluid salinity on the mechanical behavior of unsaturated bentonite–sand mixture
B Tabiatnejad, S Siddiqua, G Siemens
Environmental Earth Sciences 75 (22), 1434, 2016
Thermal properties of engineered barriers for a Canadian deep geological repository
P Abootalebi, G Siemens
Canadian Geotechnical Journal 55 (6), 759-776, 2018
Gas formation in sand and clay during electrical resistance heating
EJ Martin, KG Mumford, BH Kueper, GA Siemens
International Journal of Heat and Mass Transfer 110, 855-862, 2017
Characterization of transparent soil for use in heat transport experiments
GA Siemens, KG Mumford, D Kucharczuk
Geotechnical Testing Journal 38 (5), 620-630, 2015
Physical modelling of nonwoven/nonwoven GCL shrinkage under simulated field conditions
RK Rowe, MT Rayhani, WA Take, G Siemens, RWI Brachman
Geotextiles and Geomembranes 40, 12-19, 2013
Characterizing the swelling potential of Bearpaw clayshale
JS Powell, GA Siemens, WA Take, VH Remenda
Engineering geology 158, 89-97, 2013
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