Richard Bathurst
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Analytical study of induced anisotropy in idealized granular materials
L Rothenburg, RJ Bathurst
Geotechnique 39 (4), 601-614, 1989
Micromechanical aspects of isotropic granular assemblies with linear contact interactions
RJ Bathurst, L Rothenburg
Journal of Applied Mechanics 55, 17, 1988
Micromechanical features of granular assemblies with planar elliptical particles
L Rothenburg, RJ Bathurst
Geotechnique 42 (1), 79-95, 1992
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
K Hatami, RJ Bathurst
Canadian Geotechnical Journal 42 (4), 1066-1085, 2005
Seismic response analysis of a geosynthetic-reinforced soil retaining wall
RJ Bathurst, K Hatami
Geosynthetics International 5 (1-2), 127-166, 1998
Numerical model for reinforced soil segmental walls under surcharge loading
K Hatami, RJ Bathurst
Journal of Geotechnical and Geoenvironmental engineering 132 (6), 673-684, 2006
Large-scale triaxial compression testing of geocell-reinforced granular soils
RJ Bathurst, R Karpurapu
Geotechnical testing journal 16 (3), 296-303, 1993
Calibration to determine load and resistance factors for geotechnical and structural design
TM Allen, AS Nowak, RJ Bathurst
Transportation Research Circular, 2005
Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls
MM El-Emam, RJ Bathurst
Geotextiles and Geomembranes 25 (1), 33-49, 2007
Observations on stress-force-fabric relationships in idealized granular materials
RJ Bathurst, L Rothenburg
Mechanics of materials 9 (1), 65-80, 1990
Numerical study of reinforced soil segmental walls using three different constitutive soil models
B Huang, RJ Bathurst, K Hatami
Journal of Geotechnical and Geoenvironmental engineering 135 (10), 1486-1498, 2009
A new working stress method for prediction of reinforcement loads in geosynthetic walls
TM Allen, RJ Bathurst, RD Holtz, D Walters, WF Lee
Canadian Geotechnical Journal 40 (5), 976-994, 2003
Behaviour of geosynthetic reinforced soil retaining walls using the finite element method
R Karpurapu, RJ Bathurst
Computers and geotechnics 17 (3), 279-299, 1995
Numerical simulation of idealized granular assemblies with plane elliptical particles
L Rothenburg, RJ Bathurst
Computers and geotechnics 11 (4), 315-329, 1991
Reinforcement loads in geosynthetic walls and the case for a new working stress design method
RJ Bathurst, TM Allen, DL Walters
Geotextiles and Geomembranes 23 (4), 287-322, 2005
Refinement of K-stiffness method for geosynthetic-reinforced soil walls
RJ Bathurst, Y Miyata, A Nernheim, AM Allen
Geosynthetics International 15 (4), 269-295, 2008
A transparent sand for geotechnical laboratory modeling
FM Ezzein, RJ Bathurst
Geotechnical Testing Journal 34 (6), 590-601, 2011
The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls
RJ Bathurst, N Vlachopoulos, DL Walters, PG Burgess, TM Allen
Canadian Geotechnical Journal 43 (12), 1225-1237, 2006
Shaking table testing of geofoam seismic buffers
RJ Bathurst, S Zarnani, A Gaskin
Soil Dynamics and Earthquake Engineering 27 (4), 324-332, 2007
Microstructure of isotropic materials with negative Poisson's ratio
L Rothenburg, AI Ai. Berlin, RJ Bathurst
Nature 354 (6353), 470-472, 1991
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