| Numerical modeling of behavior of railway ballasted structure with geocell confinement B Leshchinsky, HI Ling Geotextiles and Geomembranes 36, 33-43, 2013 | 209 | 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 | 189 | 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 | 144 | 2015 |
| Bearing Capacity of Footings Placed Adjacent to Slopes B Leshchinsky Journal of geotechnical and geoenvironmental engineering 141 (6), 04015022, 2015 | 129 | 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 | 70 | 2016 |
| 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 | 69 | 2021 |
| 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 | 69 | 2018 |
| MSE walls as bridge abutments: Optimal reinforcement density Y Xie, B Leshchinsky Geotextiles and Geomembranes 43 (2), 128-138, 2015 | 68 | 2015 |
| 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 | 67 | 2016 |
| 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 | 67 | 2014 |
| 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 | 63 | 2015 |
| Bearing Capacity for Spread Footings Placed Near Slopes B Leshchinsky, Y Xie Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 06016020, 2017 | 59 | 2017 |
| 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 | 58 | 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 | 57 | 2017 |
| 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 | 56 | 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 | 53 | 2018 |
| Service-state behavior of reinforced soil walls supporting spread footings: a parametric study using finite-element analysis S Ambauen, B Leshchinsky, Y Xie, D Rayamajhi Geosynthetics International 23 (3), 156-170, 2016 | 52 | 2016 |
| 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 | 50 | 2019 |
| Limit state design framework for geosynthetic-reinforced soil structures D Leshchinsky, B Leshchinsky, O Leshchinsky Geotextiles and Geomembranes 45 (6), 642-652, 2017 | 49 | 2017 |
