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Kuo-Hsin Yang, Ph.D. - Publications

Affiliations: 
2009 Civil Engineering University of Texas at Austin, Austin, Texas, U.S.A. 
Area:
Civil Engineering, Geotechnology, Geological Engineering
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10 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
2020 Yang K, Nguyen TS, Rahardjo H, Lin D. Deformation characteristics of unstable shallow slopes triggered by rainfall infiltration Bulletin of Engineering Geology and the Environment. 1-28. DOI: 10.1007/S10064-020-01942-4  0.326
2018 Hsiung BB, Yang K, Aila W, Ge L. Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling Tunnelling and Underground Space Technology. 72: 84-96. DOI: 10.1016/J.Tust.2017.11.013  0.315
2017 Yang K, Uzuoka R, Thuo JN, Lin G, Nakai Y. Coupled hydro-mechanical analysis of two unstable unsaturated slopes subject to rainfall infiltration Engineering Geology. 216: 13-30. DOI: 10.1016/J.Enggeo.2016.11.006  0.335
2017 Yang K, Thuo JN, Huynh VDA, Nguyen TS, Portelinha FHM. Numerical evaluation of reinforced slopes with various backfill-reinforcement- drainage systems subject to rainfall infiltration Computers and Geotechnics. 96: 25-39. DOI: 10.1016/J.Compgeo.2017.10.012  0.333
2016 Yang K, Wu JTH, Chen R, Chen Y. Numerical study on lateral bearing capacity and failure mode of geosynthetic-reinforced soil barriers Japanese Geotechnical Society Special Publication. 2: 2302-2306. DOI: 10.3208/Jgssp.Igs-01  0.327
2016 Chou J, Yang K, Lin J. Peak Shear Strength of Discrete Fiber-Reinforced Soils Computed by Machine Learning and Metaensemble Methods Journal of Computing in Civil Engineering. 30: 4016036. DOI: 10.1061/(Asce)Cp.1943-5487.0000595  0.3
2016 Yang KH, Wu JTH, Chen RH, Chen YS. Lateral bearing capacity and failure mode of geosynthetic-reinforced soil barriers subject to lateral loadings Geotextiles and Geomembranes. 44: 799-812. DOI: 10.1016/J.Geotexmem.2016.06.014  0.328
2014 Liu CN, Yang KH, Nguyen MD. Behavior of geogrid-reinforced sand and effect of reinforcement anchorage in large-scale plane strain compression Geotextiles and Geomembranes. 42: 479-493. DOI: 10.1016/J.Geotexmem.2014.07.007  0.327
2014 Mohamed SBA, Yang KH, Hung WY. Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results Computers and Geotechnics. 61: 67-84. DOI: 10.1016/J.Compgeo.2014.04.010  0.306
2013 Mohamed SBA, Yang KH, Hung WY. Limit equilibrium analyses of geosynthetic-reinforced two-tiered walls: Calibration from centrifuge tests Geotextiles and Geomembranes. 41: 1-16. DOI: 10.1016/J.Geotexmem.2013.08.004  0.316
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