Numerical modeling of behavior of railway ballasted structure with geocell confinement B Leshchinsky, HI Ling
Geotextiles and Geomembranes 36, 33-43, 2013
202 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
186 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
137 2015 Bearing Capacity of Footings Placed Adjacent to Slopes B Leshchinsky
Journal of geotechnical and geoenvironmental engineering 141 (6), 04015022, 2015
125 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
105 2009 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
69 2016 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
68 2018 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
65 2016 MSE walls as bridge abutments: Optimal reinforcement density Y Xie, B Leshchinsky
Geotextiles and Geomembranes 43 (2), 128-138, 2015
65 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
64 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
64 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
62 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
56 2017 Bearing Capacity for Spread Footings Placed Near Slopes B Leshchinsky, Y Xie
Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 06016020, 2017
56 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
55 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
55 2015 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
49 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
48 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
47 2019 Contour Connection Method for automated identification and classification of landslide deposits BA Leshchinsky, MJ Olsen, BF Tanyu
Computers & geosciences 74, 27-38, 2015
46 2015