Numerical modeling of behavior of railway ballasted structure with geocell confinement B Leshchinsky, HI Ling Geotextiles and Geomembranes 36, 33-43, 2013 | 225 | 2013 |
Effects of geocell confinement on strength and deformation behavior of gravel B Leshchinsky, H Ling Journal of Geotechnical and Geoenvironmental Engineering 139 (2), 340-352, 2013 | 191 | 2013 |
Active earth pressures for unsaturated retaining structures F Vahedifard, BA Leshchinsky, K Mortezaei, N Lu Journal of Geotechnical and Geoenvironmental Engineering 141 (11), 04015048, 2015 | 163 | 2015 |
Bearing Capacity of Footings Placed Adjacent to Slopes B Leshchinsky Journal of geotechnical and geoenvironmental engineering 141 (6), 04015022, 2015 | 138 | 2015 |
Centrifuge modeling of slope instability HI Ling, MH Wu, D Leshchinsky, B Leshchinsky Journal of Geotechnical and Geoenvironmental Engineering 135 (6), 758-767, 2009 | 109 | 2009 |
Role of suction stress on service state behavior of geosynthetic-reinforced soil structures F Vahedifard, K Mortezaei, BA Leshchinsky, D Leshchinsky, N Lu Transportation Geotechnics 8, 45-56, 2016 | 74 | 2016 |
Three-dimensional reinforced slopes: Evaluation of required reinforcement strength and embedment length using limit analysis Y Gao, S Yang, F Zhang, B Leshchinsky Geotextiles and Geomembranes 44 (2), 133-142, 2016 | 73 | 2016 |
MSE walls as bridge abutments: Optimal reinforcement density Y Xie, B Leshchinsky Geotextiles and Geomembranes 43 (2), 128-138, 2015 | 73 | 2015 |
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes S Yang, B Leshchinsky, K Cui, F Zhang, Y Gao Géotechnique 71 (7), 594-607, 2021 | 71 | 2021 |
Impact of cohesion on seismic design of geosynthetic-reinforced earth structures F Vahedifard, BA Leshchinsky, S Sehat, D Leshchinsky Journal of Geotechnical and Geoenvironmental Engineering 140 (6), 04014016, 2014 | 71 | 2014 |
Use of cellular confinement for improved railway performance on soft subgrades SR Satyal, B Leshchinsky, J Han, M Neupane Geotextiles and Geomembranes 46 (2), 190-205, 2018 | 70 | 2018 |
Yumokjeong Landslide: an investigation of progressive failure of a hillslope using the finite element method B Leshchinsky, F Vahedifard, HB Koo, SH Kim Landslides 12, 997-1005, 2015 | 70 | 2015 |
Limit equilibrium and limit analysis: comparison of benchmark slope stability problems B Leshchinsky, S Ambauen Journal of Geotechnical and Geoenvironmental Engineering 141 (10), 04015043, 2015 | 68 | 2015 |
A simplified three-dimensional shallow landslide susceptibility framework considering topography and seismicity DM Hess, BA Leshchinsky, M Bunn, H Benjamin Mason, MJ Olsen Landslides 14, 1677-1697, 2017 | 67 | 2017 |
Bearing Capacity for Spread Footings Placed Near Slopes B Leshchinsky, Y Xie Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 06016020, 2017 | 64 | 2017 |
Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand M Rahimi, SNM Tafreshi, B Leshchinsky, AR Dawson Geotextiles and Geomembranes 46 (6), 801-816, 2018 | 59 | 2018 |
Active and passive arching stresses in c′-ϕ′ soils: A sensitivity study using computational limit analysis L Wang, B Leshchinsky, TM Evans, Y Xie Computers and Geotechnics 84, 47-57, 2017 | 59 | 2017 |
Unified approach toward evaluating bearing capacity of shallow foundations near slopes S Yang, B Leshchinsky, K Cui, F Zhang, Y Gao Journal of Geotechnical and Geoenvironmental Engineering 145 (12), 04019110, 2019 | 53 | 2019 |
Influence of both anisotropic friction and cohesion on the formation of tension cracks and stability of slopes E Stockton, BA Leshchinsky, MJ Olsen, TM Evans Engineering Geology 249, 31-44, 2019 | 53 | 2019 |
Active earth pressures from a log-spiral slip surface with arching effects Y Xie, B Leshchinsky Géotechnique Letters 6 (2), 149-155, 2016 | 53 | 2016 |