MSE walls as bridge abutments: Optimal reinforcement density Y Xie, B Leshchinsky
Geotextiles and Geomembranes 43 (2), 128-138, 2015
72 2015 Bearing Capacity for Spread Footings Placed Near B Leshchinsky, Y Xie
Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 06016020, 2017
64 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
57 2017 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 Active earth pressures from a log-spiral slip surface with arching effects Y Xie, B Leshchinsky
Géotechnique Letters 6 (2), 149-155, 2016
51 2016 A refined analytical model for landslide or debris flow impact on pipelines–Part II: Embedded pipelines F Yuan, L Wang, Z Guo, Y Xie
Applied Ocean Research 35, 105-114, 2012
48 2012 Evaluation of bearing capacity on geosynthetic-reinforced soil structures considering multiple failure mechanisms Y Xie, B Leshchinsky, J Han
Journal of Geotechnical and Geoenvironmental Engineering 145 (9), 04019040, 2019
47 2019 Analytical analysis of pipeline–soil interaction during J-lay on a plastic seabed with bearing resistance proportional to depth F Yuan, L Wang, Z Guo, Y Xie
Applied ocean research 36, 60-68, 2012
46 2012 Evaluating reinforcement loading within surcharged segmental block reinforced soil walls using a limit state framework Y Xie, B Leshchinsky, S Yang
Geotextiles and Geomembranes 44 (6), 832-844, 2016
20 2016 Failure mechanism and conservation of the ancient seawall structure along Hangzhou Bay, China L Wang, Y Xie, Y Wu, Z Guo, Y Cai, Y Xu, X Zhu
Journal of Coastal Research 28 (6), 1393-1403, 2012
20 2012 Static and buckling characteristics of the porous ring reinforced by graphene nanofillers G Bu, Z Ou, Z Li, F Liu, H Zheng, X Zou, Y Xie
Engineering Structures 251, 113536, 2022
18 2022 Buckling mechanism of thin-walled arches with composite polyhedral shapes Z Li, Y Xie
Composite Structures 271, 114134, 2021
12 2021 Limit equilibrium stability analysis of layered slopes: A generalized approach E Stockton, B Leshchinsky, Y Xie, MJ Olsen, D Leshchinsky
Transportation Infrastructure Geotechnology 5, 366-378, 2018
8 2018 Ultimate Bearing Capacity near Slopes: Transition from a Bearing Capacity Problem to a Slope Stability Problem Y Xie, B Leshchinsky
Geotechnical Frontiers 2017, 255-263, 2017
6 2017 Evaluation of reinforcement layout on the serviceability of MSE walls supporting footings Y Xie, SR Satyal, B Leshchinsky
Proceedings of the Institution of Civil Engineers-Ground Improvement 171 (4 …, 2018
2 2018 Discussion: Active earth pressures from a log-spiral slip surface with arching effect Y Xie, B Leshchinsky, R Ganesh, JP Sahoo
Géotechnique Letters 6 (3), 241-243, 2016
1 2016 Optimized Reinforcement Application for Geosynthetic Reinforced Soil Structures Supporting Surcharge Loading Y Xie, B Leshchinsky
Geo-Americas 3rd PAN-AMERICAN CONFERENCE ON GEOSYNTHETICS 2016, 2016
2016 Service-State Behavior of Segmental MSE Walls: Evaluation of Design Factors Using Finite Element Analyses B Leshchinsky, Y Xie
Geotechnical and Structural Engineering Congress 2016, 483-489, 2016
2016 Optimization of Reinforcement Placement and Spacing for MSE Wall Y Xie, B Leshchinsky
Geosynthetics 2015, Portland, OR, USA,, 421-428, 2015
2015 Effects of Surcharge Location on Serviceability of Mechanically Stabilized Earth Abutments B Leshchinsky, S Ambauen, Y Xie
From Fundamentals to Applications in Geotechnics, 1009-1016, 2015
2015 
Ben LeshchinskyProfessor, Oregon State UniversityVerifisert e-postadresse på oregonstate.edu