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Ben A. Leshchinsky, Ph.D. - Publications

Affiliations: 
2012 Civil Engineering and Engineering Mechanics Columbia University, New York, NY 
Area:
Civil Engineering
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49 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2022 Alberti S, Leshchinsky B, Roering J, Perkins J, Olsen MJ. Inversions of landslide strength as a proxy for subsurface weathering. Nature Communications. 13: 6049. PMID 36229607 DOI: 10.1038/s41467-022-33798-5  0.361
2020 Witt AD, Boston K, Leshchinsky B. Predicting Aggregate Degradation in Forest Roads in Northwest Oregon Forests. 11: 729. DOI: 10.3390/F11070729  0.305
2020 Yang S, Leshchinsky B, Cui K, Zhang F, Gao Y. Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes Geotechnique. 1-14. DOI: 10.1680/Jgeot.19.P.329  0.375
2020 Bunn M, Leshchinsky B, Olsen MJ. Geologic Trends in Shear Strength Properties Inferred through Three‐Dimensional Back‐Analysis of Landslide Inventories Journal of Geophysical Research. DOI: 10.1029/2019Jf005461  0.349
2020 Leshchinsky B, Berg R, Liew W, Kawakami-Selin M, Moore J, Brown S, Kleutsch B, Glover-Cutter K, Wayne M. Characterization of geogrid mechanical and chemical properties from a thirty-six year old mechanically-stabilized earth wall Geotextiles and Geomembranes. DOI: 10.1016/J.Geotexmem.2020.06.002  0.372
2020 Yang S, Gao Y, Leshchinsky B, Cui K, Zhang F. Internal stability analysis of reinforced convex highway embankments considering seismic loading Geotextiles and Geomembranes. 48: 221-229. DOI: 10.1016/J.Geotexmem.2019.11.001  0.442
2020 Bunn M, Leshchinsky B, Olsen MJ. Estimates of three-dimensional rupture surface geometry of deep-seated landslides using landslide inventories and high-resolution topographic data Geomorphology. 367: 107332. DOI: 10.1016/J.Geomorph.2020.107332  0.366
2019 Yang K, Nguyen TS, Li Y, Leshchinsky B. Performance and design of reinforced slopes considering regional hydrological conditions Geosynthetics International. 26: 451-473. DOI: 10.1680/Jgein.19.00031  0.429
2019 Tafreshi SNM, Rahimi M, Dawson A, Leshchinsky B. Cyclic and post-cycling anchor response in geocell-reinforced sand Canadian Geotechnical Journal. 56: 1700-1718. DOI: 10.1139/Cgj-2018-0559  0.34
2019 Green PQ, Chung W, Leshchinsky B, Belart F, Sessions J, Fitzgerald SA, Wimer JA, Cushing T, Garland JJ. Insight into the Productivity, Cost and Soil Impacts of Cable-assisted Harvester-forwarder Thinning in Western Oregon Forest Science. 66: 82-96. DOI: 10.1093/Forsci/Fxz049  0.397
2019 Yang S, Leshchinsky B, Cui K, Zhang F, Gao Y. Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes Journal of Geotechnical and Geoenvironmental Engineering. 145: 04019110. DOI: 10.1061/(Asce)Gt.1943-5606.0002178  0.351
2019 Xie Y, Leshchinsky B, Han J. Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019040. DOI: 10.1061/(Asce)Gt.1943-5606.0002072  0.445
2019 Hossley A, Leshchinsky B. Stability and Failure Geometry of Slopes with Spatially Varying Undrained Shear Strength Journal of Geotechnical and Geoenvironmental Engineering. 145: 6019002. DOI: 10.1061/(Asce)Gt.1943-5606.0002046  0.38
2019 Mathews N, Leshchinsky BA, Olsen MJ, Klar A. Spatial distribution of yield accelerations and permanent displacements: A diagnostic tool for assessing seismic slope stability Soil Dynamics and Earthquake Engineering. 126: 105811. DOI: 10.1016/J.Soildyn.2019.105811  0.419
2019 Stockton E, Leshchinsky BA, Olsen MJ, Evans TM. Influence of both anisotropic friction and cohesion on the formation of tension cracks and stability of slopes Engineering Geology. 249: 31-44. DOI: 10.1016/J.Enggeo.2018.12.016  0.419
2019 Leshchinsky B. Quantifying the influence of failure surface asperities on the basal shear resistance of translational landslides Landslides. 16: 1375-1383. DOI: 10.1007/S10346-019-01185-9  0.407
2019 Hung C, Lin GW, Leshchinsky B, Kuo HL. Extracting region-specific runout behavior and rainfall thresholds for massive landslides using seismic records: a case study in southern Taiwan Bulletin of Engineering Geology and the Environment. 78: 4095-4105. DOI: 10.1007/S10064-018-1384-5  0.315
2019 Hung C, Liu CH, Lin GW, Leshchinsky B. The Aso-Bridge coseismic landslide: a numerical investigation of failure and runout behavior using finite and discrete element methods Bulletin of Engineering Geology and the Environment. 78: 2459-2472. DOI: 10.1007/S10064-018-1309-3  0.372
2018 Rahimi M, Leshchinsky B, Tafreshi SNM. Assessing the ultimate uplift capacity of plate anchors in geocell-reinforced sand Geosynthetics International. 25: 612-629. DOI: 10.1680/Jgein.18.00029  0.377
2018 Mancuso A, Belart F, Leshchinsky B. Operative loading in cable yarding systems: field observations of static and dynamic tensions in mobile anchor systems Canadian Journal of Forest Research. 48: 1406-1410. DOI: 10.1139/Cjfr-2018-0219  0.303
2018 Rahimi M, Tafreshi SNM, Leshchinsky B, Dawson A. Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand Geotextiles and Geomembranes. 46: 801-816. DOI: 10.1016/J.Geotexmem.2018.07.010  0.432
2018 Satyal SR, Leshchinsky B, Han J, Neupane M. Use of cellular confinement for improved railway performance on soft subgrades Geotextiles and Geomembranes. 46: 190-205. DOI: 10.1016/J.Geotexmem.2017.11.006  0.371
2018 Leshchinsky BA. Nested Newmark model to calculate the post-earthquake profile of slopes Engineering Geology. 233: 139-145. DOI: 10.1016/J.Enggeo.2017.12.006  0.425
2017 Leshchinsky BA, Mason HB, Olsen MJ, Gillins DT, Shukla SK, Sahoo PP. Lateral spreading within a limit equilibrium framework: Newmark's sliding blocks with degrading yield accelerations Geotechnique. 70: 559-561. DOI: 10.1680/Jgeot.18.D.012  0.316
2017 Leshchinsky B, Xie Y. Bearing Capacity for Spread Footings Placed Near c′-ϕ′ Slopes Journal of Geotechnical and Geoenvironmental Engineering. 143: 6016020. DOI: 10.1061/(Asce)Gt.1943-5606.0001578  0.451
2017 Leshchinsky D, Leshchinsky B, Leshchinsky O. Limit state design framework for geosynthetic-reinforced soil structures Geotextiles and Geomembranes. 45: 642-652. DOI: 10.1016/J.Geotexmem.2017.08.005  0.488
2017 Wang L, Leshchinsky B, Evans TM, Xie Y. Active and passive arching stresses in c′-ϕ′ soils: A sensitivity study using computational limit analysis Computers and Geotechnics. 84: 47-57. DOI: 10.1016/J.Compgeo.2016.11.016  0.451
2017 Hess DM, Leshchinsky BA, Bunn M, Mason HB, Olsen MJ. A simplified three-dimensional shallow landslide susceptibility framework considering topography and seismicity Landslides. 14: 1677-1697. DOI: 10.1007/S10346-017-0810-2  0.436
2016 Xie Y, Leshchinsky B. Active earth pressures from a log-spiral slip surface with arching effects Geotechnique Letters. 6: 149-155. DOI: 10.1680/Jgele.16.00015  0.386
2016 Ambauen S, Leshchinsky B, Xie Y, Rayamajhi D. Service-state behavior of reinforced soil walls supporting spread footings: A parametric study using finite-element analysis Geosynthetics International. 23: 156-170. DOI: 10.1680/Jgein.15.00039  0.46
2016 Xie Y, Leshchinsky B, Yang S. Evaluating reinforcement loading within surcharged segmental block reinforced soil walls using a limit state framework Geotextiles and Geomembranes. 44: 832-844. DOI: 10.1016/J.Geotexmem.2016.06.010  0.479
2016 Leshchinsky B, Evans TM, Vesper J. Microgrid inclusions to increase the strength and stiffness of sand Geotextiles and Geomembranes. 44: 170-177. DOI: 10.1016/J.Geotexmem.2015.08.003  0.435
2016 Gao Y, Yang S, Zhang F, Leshchinsky B. Three-dimensional reinforced slopes: Evaluation of required reinforcement strength and embedment length using limit analysis Geotextiles and Geomembranes. 44: 133-142. DOI: 10.1016/J.Geotexmem.2015.07.007  0.403
2016 Yang S, Leshchinsky B, Zhang F, Gao Y. Required strength of geosynthetic in reinforced soil structures supporting spread footings in three dimensions Computers and Geotechnics. 78: 72-87. DOI: 10.1016/J.Compgeo.2016.04.010  0.45
2016 Zhang F, Leshchinsky D, Baker R, Gao Y, Leshchinsky B. Implications of variationally derived 3D failure mechanism International Journal For Numerical and Analytical Methods in Geomechanics. DOI: 10.1002/Nag.2543  0.336
2015 Leshchinsky B, Sessions J, Wimer J. Analytical design for mobile anchor systems International Journal of Forest Engineering. 26: 10-23. DOI: 10.1080/14942119.2015.1023014  0.325
2015 Vahedifard F, Leshchinsky BA, Mortezaei K, Lu N. Active earth pressures for unsaturated retaining structures Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001356  0.397
2015 Leshchinsky B, Ambauen S. Limit Equilibrium and Limit Analysis: Comparison of Benchmark Slope Stability Problems Journal of Geotechnical and Geoenvironmental Engineering. 141: 4015043. DOI: 10.1061/(Asce)Gt.1943-5606.0001347  0.338
2015 Leshchinsky B. Bearing Capacity of Footings Placed Adjacent to c′-ϕ′ Slopes Journal of Geotechnical and Geoenvironmental Engineering. 141: 4015022. DOI: 10.1061/(Asce)Gt.1943-5606.0001306  0.45
2015 Vahedifard F, Mortezaei K, Leshchinsky BA, Leshchinsky D, Lu N. Role of suction stress on service state behavior of geosynthetic-reinforced soil structures Transportation Geotechnics. DOI: 10.1016/J.Trgeo.2016.02.002  0.433
2015 Xie Y, Leshchinsky B. MSE walls as bridge abutments: Optimal reinforcement density Geotextiles and Geomembranes. 43: 128-138. DOI: 10.1016/J.Geotexmem.2015.01.002  0.401
2015 Leshchinsky BA, Olsen MJ, Tanyu BF. Contour Connection Method for automated identification and classification of landslide deposits Computers and Geosciences. 74: 27-38. DOI: 10.1016/J.Cageo.2014.10.007  0.305
2015 Leshchinsky B, Vahedifard F, Koo HB, Kim SH. Yumokjeong Landslide: an investigation of progressive failure of a hillslope using the finite element method Landslides. 12: 997-1005. DOI: 10.1007/S10346-015-0610-5  0.445
2014 Vahedifard F, Leshchinsky BA, Sehat S, Leshchinsky D. Impact of cohesion on seismic design of geosynthetic-reinforced earth structures Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001099  0.466
2014 Zhang F, Leshchinsky D, Gao Y, Leshchinsky B. Required unfactored strength of geosynthetics in reinforced 3D slopes Geotextiles and Geomembranes. 42: 576-585. DOI: 10.1016/J.Geotexmem.2014.10.006  0.368
2013 Leshchinsky B, Ling H. Effects of Geocell Confinement on Strength and Deformation Behavior of Gravel Journal of Geotechnical and Geoenvironmental Engineering. 139: 340-352. DOI: 10.1061/(Asce)Gt.1943-5606.0000757  0.622
2013 Leshchinsky B, Ling HI. Numerical modeling of behavior of railway ballasted structure with geocell confinement Geotextiles and Geomembranes. 36: 33-43. DOI: 10.1016/J.Geotexmem.2012.10.006  0.651
2012 Leshchinsky D, Vahedifard F, Leshchinsky BA. Revisiting bearing capacity analysis of MSE walls Geotextiles and Geomembranes. 34: 100-107. DOI: 10.1016/J.Geotexmem.2012.05.006  0.485
2009 Ling HI, Wu MH, Leshchinsky D, Leshchinsky B. Centrifuge modeling of slope instability Journal of Geotechnical and Geoenvironmental Engineering. 135: 758-767. DOI: 10.1061/(Asce)Gt.1943-5606.0000024  0.679
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