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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