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
162 2015 Bearing Capacity of Footings Placed Adjacent to 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 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 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
67 2015 Bearing Capacity for Spread Footings Placed Near 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 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 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
53 2016 