| Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands BCB Hsiung, KH Yang, W Aila, C Hung Computers and Geotechnics 80, 138-151, 2016 | 105 | 2016 |
| Coupled hydro-mechanical analysis of two unstable unsaturated slopes subject to rainfall infiltration KH Yang, R Uzuoka, GL Lin, Y Nakai Engineering Geology 216, 13-30, 2017 | 92 | 2017 |
| Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression MD Nguyen, KH Yang, SH Lee, CS Wu, MH Tsai Geosynthetics International 20 (3), 207-225, 2013 | 90 | 2013 |
| Finite element analysis of earth pressures for narrow retaining walls KH Yang, CN Liu Journal of GeoEngineering 2 (2), 43-52, 2007 | 85 | 2007 |
| Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling BCB Hsiung, KH Yang, W Aila, L Ge Tunnelling and Underground Space Technology 72, 84-96, 2018 | 78 | 2018 |
| Entrainment probabilities of mixed-size sediment incorporating near-bed coherent flow structures FC Wu, KH Yang Journal of Hydraulic Engineering 130 (12), 1187-1197, 2004 | 75 | 2004 |
| Ex-post evaluation of preparedness education in disaster prevention, mitigation and response JS Chou, KH Yang, TC Ren International Journal of Disaster Risk Reduction 12, 188-201, 2015 | 68 | 2015 |
| Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results SBA Mohamed, KH Yang, WY Hung Computers and Geotechnics 61, 67-84, 2014 | 63 | 2014 |
| Lessons learned from three failures on a high steep geogrid-reinforced slope CN Liu, KH Yang, YH Ho, CM Chang Geotextiles and Geomembranes 34, 131-143, 2012 | 63 | 2012 |
| Peak shear strength of discrete fiber-reinforced soils computed by machine learning and metaensemble methods JS Chou, KH Yang, JY Lin Journal of Computing in Civil Engineering 30 (6), 04016036, 2016 | 62 | 2016 |
| A stochastic partial transport model for mixed‐size sediment: Application to assessment of fractional mobility FC Wu, KH Yang Water resources research 40 (4), 2004 | 58 | 2004 |
| Stress distribution and development within geosynthetic-reinforced soil slopes KH Yang, JG Zornberg, CN Liu, HD Lin Geosynthetics International 19 (1), 62-78, 2012 | 57 | 2012 |
| Failure investigation of a geosynthetic-reinforced soil slope subjected to rainfall KH Yang, JN Thuo, JW Chen, CN Liu Geosynthetics international 26 (1), 42-65, 2019 | 53 | 2019 |
| Behavior of geotextile-reinforced clay with a coarse material sandwich technique under unconsolidated-undrained triaxial compression KH Yang, WM Yalew, MD Nguyen International Journal of Geomechanics 16 (3), 04015083, 2016 | 51 | 2016 |
| Numerical evaluation of reinforced slopes with various backfill-reinforcement-drainage systems subject to rainfall infiltration KH Yang, VDA Huynh, TS Nguyen, FHM Portelinha Computers and Geotechnics 96, 25-39, 2018 | 49 | 2018 |
| Behavior of geogrid–reinforced sand and effect of reinforcement anchorage in large-scale plane strain compression CN Liu, KH Yang, MD Nguyen Geotextiles and Geomembranes 42 (5), 479-493, 2014 | 48 | 2014 |
| Infiltration into unsaturated reinforced slopes with nonwoven geotextile drains sandwiched in sand layers JN Thuo, KH Yang, CC Huang Geosynthetics International 22 (6), 457-474, 2015 | 45 | 2015 |
| Location of failure plane and design considerations for narrow geosynthetic reinforced soil wall systems KH Yang, JG Zornberg, WY Hung, CR Lawson Journal of GeoEngineering 6 (1), 27-40, 2011 | 37 | 2011 |
| Limit equilibrium analyses of geosynthetic-reinforced two-tiered walls: Calibration from centrifuge tests SBA Mohamed, KH Yang, WY Hung Geotextiles and Geomembranes 41, 1-16, 2013 | 36 | 2013 |
| Reliability-based design for external stability of narrow mechanically stabilized earth walls: calibration from centrifuge tests KH Yang, J Ching, JG Zornberg Journal of geotechnical and geoenvironmental engineering 137 (3), 239-253, 2011 | 35 | 2011 |
Jorge G. ZornbergProfessor of Civil Engineering, The University of Texas at Austin在 mail.utexas.edu 的電子郵件地址已通過驗證
