| Analytical study of induced anisotropy in idealized granular materials L Rothenburg, RJ Bathurst Geotechnique 39 (4), 601-614, 1989 | 1055 | 1989 |
| Micromechanical aspects of isotropic granular assemblies with linear contact interactions RJ Bathurst, L Rothenburg Journal of Applied Mechanics 55, 17, 1988 | 484 | 1988 |
| 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 | 475 | 2005 |
| Micromechanical features of granular assemblies with planar elliptical particles L Rothenburg, RJ Bathurst Geotechnique 42 (1), 79-95, 1992 | 473 | 1992 |
| Large-scale triaxial compression testing of geocell-reinforced granular soils RJ Bathurst, R Karpurapu Geotechnical testing journal 16 (3), 296-303, 1993 | 416 | 1993 |
| Seismic response analysis of a geosynthetic-reinforced soil retaining wall RJ Bathurst, K Hatami Geosynthetics International 5 (1-2), 127-166, 1998 | 399 | 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 | 385 | 2006 |
| Calibration to determine load and resistance factors for geotechnical and structural design TM Allen, AS Nowak, RJ Bathurst Transportation research circular, 2005 | 318 | 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 | 309 | 2007 |
| Observations on stress-force-fabric relationships in idealized granular materials RJ Bathurst, L Rothenburg Mechanics of materials 9 (1), 65-80, 1990 | 290 | 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 | 279 | 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 | 257 | 2003 |
| A transparent sand for geotechnical laboratory modeling FM Ezzein, RJ Bathurst Geotechnical Testing Journal 34 (6), 590-601, 2011 | 252 | 2011 |
| Behaviour of geosynthetic reinforced soil retaining walls using the finite element method R Karpurapu, RJ Bathurst Computers and geotechnics 17 (3), 279-299, 1995 | 249 | 1995 |
| Numerical simulation of idealized granular assemblies with plane elliptical particles L Rothenburg, RJ Bathurst Computers and geotechnics 11 (4), 315-329, 1991 | 247 | 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 | 239 | 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 | 228 | 2008 |
| Shaking table testing of geofoam seismic buffers RJ Bathurst, S Zarnani, A Gaskin Soil Dynamics and Earthquake Engineering 27 (4), 324-332, 2007 | 226 | 2007 |
| 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 | 220 | 2006 |
| Microstructure of isotropic materials with negative Poisson's ratio L Rothenburg, AI Ai. Berlin, RJ Bathurst Nature 354 (6353), 470-472, 1991 | 214 | 1991 |
Tony AllenWSDOTVerified email at wsdot.wa.gov
