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期刊論文 / Journal Publications

  1. Yang, K-H, Wu, H-M., and Tseng, T-L., Yoo, CK (2022) “Model Tests of Geosynthetic-Reinforced Soil Walls with Marginal Backfill subjected Rainfall”, Geotextiles and Geomembranes.

  2. 鄭世豪、廖洪鈞、王瑞祺、林士淵、謝旻希、楊國鑫 (2022) “臺北市貓空纜車T16塔柱下邊坡之長期觀測與維運管理作為”,地工技術,第173期。[PDF]

  3. Cheng, S-H, Chen, S-S. and Yang, K-H (2022) “Self-Inspection System for Ground Anchor Monitoring on Long-Term Load Change”, Transportation Geotechnics, 36, 100825. [PDF]

  4. Zheng, S-J., Yang, K-H, Tsai, Y-K, and Teng, Fuchen. (2022) “Investigation of the Blast-Resistance Performance of Geotextile-Reinforced Soil”, Geosynthetics International. [PDF]

  5. 曾世傑、楊國鑫、蔡營寬、玉璽 (2022) “1945年硫磺島戰役日軍守備之研究-兼論不同土質條件之衰減曾抗爆震效能­”,陸軍工兵半年刊,第160期, 1-28。[PDF]

  6. 曾世傑、楊國鑫、蔡營寬、林詳恩 (2022) “後備部隊戰力防護之研究-以建構快速布放式抗爆震掩體為例­”,後備軍事半年刊,第172期,66-95。[PDF]

  7. Nguyen, T.S., Yang, K-H, Wu, Y-K, Teng, F-H, Chao, V.W, and Lee, W.L. (2022) “Post-Failure Process and Kinematic Behavior of Two Landslides: Case Study and  Material Point Analyses”, Computers and Geotechnics, 148, 104797.[PDF]

  8. 蔣榮、楊國鑫, 吳俊緯, 洪勇善, 阮仲如 (2022) “柔性加勁基礎減緩逆斷層錯動引致之地表變形”,地工技術, 第172期,73-84.[PDF]

  9. Li, A-J, Mburu, JW, Chen, C-W, and Yang, K-H. (2022) “Investigation of Silty Soil Slopes under Unsaturated Conditions based on Strength Reduction Finite Element and Limit Analysis”, KSCE Journal of Civil Engineering, 26(3), 1095-1110.[PDF]

  10. Nguyen, M-D., and Yang, K-H. (2022) “California Bearing Ratio Test on Reinforced Clay under As-compacted and Soaked Conditions”, Journal of GeoEngineering, 17(2), 73-87.

  11. 曾世傑、楊國鑫、蔡營寬 (2021) “地下結構物抗暴震研究-以加勁土衰減爆震波壓力之數值分析”,陸軍工兵半年刊,第159期, 1-22。[PDF]

  12. Chiang, J, Yang, K-H, Chan, Y-S and Yuan C-L. (2021) “Finite Element Analysis and Design Method of Geosynthetic-Reinforced Soil Foundation subjected to Normal Fault Movement”, Computers and Geotechnics, 139, 104412.[PDF]

  13. Lin, Y-T, Chen, Y-K, Yang, K-H, Chen, C-S, and Han J-Y. (2021) “Integrating InSAR Observables and Multiple Geological Factors for Landslide Susceptibility Assessment”, Applied Sciences, 11, 7289.[PDF]

  14. 林彥廷、顏筱穎、張乃軒、林宏明、韓仁毓、楊國鑫、陳俊杉、鄭宏逵、徐若堯 (2021) “結合時空因子與InSAR觀測資料之地表變位預測分析”, 中國土木水利工程學刊, 第33卷第2期, 95-106.[PDF]

  15. Yang, K-H, Nguyen, T.S., Rahardjo H., and Lin, D-G. (2021) “Deformation Characteristics of Unstable Shallow Slopes Triggered by Rainfall Infiltration”, Bulletin of Engineering Geology and the Environment, 80(1), 317-344.[PDF]

  16. Nguyen, T.S., Yang, K-H, Ho, C-C, and Huang, F-C. (2021) “Post-Failure Characterization of Shallow Landslides using Material Point Method”, Geofluids, 2021, 8860517.[PDF]  

  17. 楊國鑫, 吳昱葵, 鄧福宸, 陳昭維, 陳仁達. (2020) “物質點法分析邊坡崩塌過程與運動機制: 以貓空邊坡為例”, 地工技術, 第166期, 79-92.*2020 Best Paper Award.[PDF]

  18. Muntohar, A.S., Fata, N., Jotisankasa, A., and Yang, K-H. (2020) “Suction Monitoring and Stability of Volcanic Residual Soil slope during Rainfall”, Civil Engineering Dimension, 22(2), 68-74.[PDF]

  19. Chou, N.S., Yang, K-H, Barrett, B., Wu, H-M, and Liu, T-Y. (2020) “Sustainable Characteristics of Reinforced Soil Structures - From Ancient Great Walls to Modern GRS Walls”, Transportation Infrastructures Geotechnology, 7(3), 445-460.*2020 Best Paper Award.[PDF]

  20. Yang, K-H, Chiang, J, Lai, Z-W., Han, J., and Lin, M-L. (2020) “Performance of Geosynthetic- Reinforced Soil Foundations across a Normal Fault”, Geotextiles and Geomembranes. 48(3). 357-373.[PDF]

  21. Nguyen, M.D., Yang, K-H, and Yalew, W. M. (2020) “Compaction Behavior of Nonwoven Geotextile- Reinforced Clay”, Geosynthetics International. 27(1), 16-33.[PDF]

  22. Hung, W-Y, Yang, K-H, Nguyen, T.S., and Pham, T.N.P. (2020) “Performance of Geosynthetic-Reinforced Soil Walls at Failure”, Journal of GeoEngineering. 15(1), 13-29.*2020 Best Paper Award.[PDF]

  23. Yang, K-H, Wei, S-B., Adilehou, W. M. and Ho, H-C, (2019) “Fiber-Reinforced Internally Unstable Soil against Suffusion Failure”, Construction and Building Materials. 222, 458-473.[PDF]

  24. Yang, K-H, Nguyen, T.S., Lee, Y-H, and Leshchinsky, B, (2019) “Performance and Design of Geosynthetic-Reinforced Soil Slopes against Rainfall: Considering Regional Hydrological Conditions”, Geosynthetics International, 26(5), 451-473.[PDF]

  25. Yang, K-H, Thuo, J.N., Chen, J-W, and Liu, C-N, (2019) “Failure Investigation of a Geosynthetic-Reinforced Soil Slope subject to Rainfall”, Geosynthetics International, 26(1), 42-65.*2019 Second Place of Best Paper Award.[PDF]

  26. Hung, C., Pang, X., Lin, G-W, Yang, K-H, and Uzuoka R. (2019) “The Role and Impact of Geofluids in Geohazards", Geofluids, 2019, 7217489.[PDF]

  27. Yang, K-H, Thuo, J. N., Huynh, V.D.A., Nguyen, T.S. and Portelinha, F.H.M., (2018) “Numerical Evaluation of Reinforced Slopes with Various Backfill-Reinforcement-Drainage Systems subject to Rainfall Infiltration”, Computers and Geotechnics, 96, 25-39.[PDF]

  28. Hsiung, B-C, Yang, K-H, Aila, W. and Ge, L., (2018) “Evaluation of Wall Deflections of a Deep Excavation in Central Jakarta using Three-Dimensional Modeling”, Tunneling and Underground Space Technology, 72, 84-96.[PDF]

  29. Yang, K-H, Nguyen T.S. and Thuo J.N., (2018) "Discussion of Influence Factors involving Rainfall-Induced Shallow Slope Failure: Numerical Study”, International Journal of Geomechanics, ASCE, 18(4), 07018003.[PDF]

  30. Yang, K-H, and Wang, J-Y, (2018) “Closure to Discussion of Experiment and Statistical Assessment on Piping Failure of Soils with Different Gradations”, Marine Georesources and Geotechnology, 36(3), 376-378.[PDF]

  31. Yang, K-H, Adilehou, W. M., Jian, S-T. and Wei, S-B., (2017) “Hydraulic Response of Fiber-Reinforced Sand Subject to Seepage”, Geosynthetics International, 24(5), 491-507.[PDF]

  32. Yang, K-H, Uzuoka R., Thuo J.N., Lin G-L, and Nakai T., (2017) “Coupled Hydro-Mechanical Analysis of Two Unstable Unsaturated Slopes Subject to Rainfall Infiltration”, Engineering Geology, 216, 13-30.[PDF]

  33. Yang, K-H, and Wang, J-Y, (2017) “Experiment and Statistical Assessment on Piping Failure of Soils with Different Gradations” Marine Georesources and Geotechnology, 35(4), 512-527.[PDF]

  34. 周瑞生、楊國鑫、 林婕嫈, (2016) “應用資料探勘技術暨啟發式演化組合模型預測離散纖維加勁土壤之剪力強度參數”, 中國土木水利工程學刊, 第28卷第3期,205-218.[PDF]

  35. Hsiung, B-C, Yang, K-H, Aila, W. and Hung, C., (2016) “Three-Dimensional Effect of a Deep Excavation on Wall Deflections in Loose to Medium Dense Sands”, Computers and Geotechnics, 80, 138-151.[PDF]

  36. Yang, K-H, Wu, J.T.H., Chen, R-H, and Chen, Y-S,(2016) “Lateral Bearing Capacity and Failure Mode of Geosynthetic-Reinforced Soil Barriers Subject to Lateral Loadings”,Geotextiles and Geomembranes, 44, 799-812.[PDF]

  37. Yang, K-H, Nguyen, M.D., Yalew, W.M., Liu, C-N, and Gupta, R.,(2016) “Behavior of Geotextile-Reinforced Clay under Consolidated-Undrained Tests: Reinterpretation of Porewater Pressure Parameters”, Journal of GeoEngineering, 11(2), 45-57.[PDF]

  38. Tung, H., Chen, H-Y, Hu, J-C, Chen, H., Yang, K-H, (2016) “Transient Deformation induced by Groundwater Change in Taipei Metropolitan Area revealed by High Resolution X-band SAR Interferometry”, Tectonophysics, 692(B), 265-277.[PDF]

  39. Chou, J-S, Yang, K-H, and Lin, J-Y. (2016) "Peak Shear Strength of Discrete Fiber-Reinforced Soils computed by Machine Learning and Metaensemble Methods”, Journal of Computing in Civil Engineering, ASCE, 30(6), 04016036.[PDF]

  40. Yang, K-H, Yalew, W.M., and Nguyen, M.D. (2016) “Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression”, International Journal of Geomechanics, ASCE, 16(3), 04015083.[PDF]

  41. Thuo, J.N., Yang, K-H, and Huang, C-C. (2015) “Infiltration into Unsaturated Reinforced Slopes with Nonwoven Geotextile Drains sandwiched in Sand Layers”, Geosynthetics International, 22(6), 457-474.[PDF]

  42. Chou, J-S, Yang, K-H, and Ren, T-C. (2015) “Ex-post Evaluation of Preparedness Education in Disaster Prevention, Mitigation and Response”, International Journal of Disaster Risk Reduction, 12, 188-201.[PDF]

  43. Chou, J-S, Yang, K-H, Pampang, J.P., and Pham, A.D. (2015) “Evolutionary Metaheuristic Intelligence to Simulate Tensile Loads in Reinforcement for Geosynthetic-Reinforced Soil Structures”, Computers and Geotechnics, 66, 1-15.[PDF]

  44. 邱建國、楊國鑫、陳道平、蔡長銘、邱子熙, (2015),“台北市企業防災推動機制研究”, 災害防救科技與管理學刊,第4卷第1期,49-75.*2015 Best Paper Award.[PDF]

  45. Liu, C-N, Yang, K-H, and Nguyen, M.D. (2014) “Behavior of Geogrid-Reinforced Sand and Effect of Reinforcement Anchorage under Large-Scale Plane Strain Compression”, Geotextiles and Geomembranes, 42, 479-493.[PDF]

  46. 林俊佑、楊國鑫, (2014),“低滲透非塑性粉土內不織布排水效果與改善措施之試驗研究”, 中國土木水利工程學刊,第26卷第2期,181-192.[PDF]

  47. Mohamed, S., Yang, K-H, and Hung, W-Y, (2014) “Finite Element Analyses of Two-Tier Geosynthetic-Reinforced Soil Walls: Comparision Involving Centrifuge Tests and Limit Equilibrium Results”, Computers and Geotechnics, 61, 67-84.[PDF]

  48. Wu, J.T.H., Yang, K-H, Mohamed, S., Pham, T., and Chen, R-H, (2014) “Suppressing Dilation of Soil-A Reinforcing Mechanism of Soil-Geosynthetic Composites”, Transportation Infrastructure Geotechnology, 1(1), 68-82.[PDF]

  49. Mohamed, S., Yang, K-H, and Hung, W-Y, (2013) “Limit Equilibrium Analyses of Geosynthetic-Reinforced Two-Tiered Soil Walls: Calibration from Centrifuge Tests”, Geotextiles and Geomembranes, 41, 1-16.[PDF]

  50. Yang, K-H, Utomo, P, and Liu, T-L, (2013) “Evaluation of Force-Equilibrium and Deformation-Based Design Approaches for Predicting Reinforcement Tension within Geosynthetics-Reinforced Soil Structures”, Journal of GeoEngineering, 8(2), 41-54.*2013 Excellent Paper Award.[PDF]

  51. Nguyen, M.D., Yang, K-H, Lee, S-H, Wu, C-S, Tsai, M-H, (2013) “Behavior of Nonwoven Geotextile-Reinforced Soil and Mobilization of Reinforcement Strain under Triaxial Compression”, Geosynthetics International, 20(3), 207-225.[PDF]

  52. Chou, J-S, Yang, K-H, Cheng, M-Y, and Tu, W-T, (2013) “Identification of Heavy-Rainfall-Induced Disaster Potentials and Assessment of Community Evacuation Capacity in Taipei”, Natural Hazards, 66(2), 167-190.[PDF]

  53. 楊國鑫、劉家男、周南山 (2012) “加勁擋土結構物內加勁材張力發展之各種預測公式比較”,地工技術,第134期,15-24.[PDF]

  54. Liu, C-N, Yang, K-H, Ho, Y-H, and Chang, C-M (2012) “Lessons Learned from Three Failures on a High Steep Geogrid-Reinforced Slope”, Geotextiles and Geomembranes, 34, 131-143.[PDF]

  55. Yang, K-H, Zornberg, J.G., Liu, C-N and Lin, H-D., (2012) “Stress Distribution and Development within Geosynthetic-Reinforced Soil Slopes”, Geosynthetics International, 19(1), 1-17.[PDF]

  56. Lin, Y-C, Lee, C-H, Yang, K-H, Lin, M-H, Chen, K-F, and Pan, C-P, (2011),“Pollutant Trends and Hazard Ranking in the Desalination Area of the Penghu Islands, Taiwan ”, Desalination, 281, 159-164.[PDF]

  57. 楊國鑫、周瑞生、涂莞庭、、雷泰雄、蔡茂岳 (2011),“臺北市颱洪與坡地災害潛勢界定與風險分析”,營建管理季刊,第86期,59-73.*2011 Best Paper Award.[PDF]

  58. Yang, K-H, Zornberg, J.G., Hung, W-Y and Lawson, C.R. (2011), “Location of Failure Plane and Design Considerations for Narrow Geosynthetic-Reinforced Soil Wall Systems”, Journal of GeoEngineering, 6(1), 13-25. *2011 Best Paper Award.[PDF]

  59. Yang, K-H, Ching, J-Y and Zornberg, J.G. (2011), "Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Wall: Calibration from Centrifuge Tests", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(3), 239-253.[PDF]

  60. Lin, M-H, Lee, C-H, Lin, Y-C and Yang, K-H (2011), "Potentially Toxic Trace Elements Accumulating in Marine Sediment and Bivalves in the Outfall Area of a Desalination Plant ", Desalination and Water Treatment, 25, 106-112.[PDF]

  61. Yang, K-H and Liu, C-N (2007), "Finite Element Analysis of Earth Pressures for Narrow Retaining Walls", Journal of GeoEngineering, 2(2), 43-52.[PDF]

  62. Wu, F-C and Yang, K-H (2004), “Entrainment Probabilities of Mixed-size Sediment  Incorporating Near-bed Coherent Flow Structures”, Journal of Hydraulic Engineering, ASCE, 130(12), 1187-1197.[PDF]

  63. Wu, F-C and Yang, K-H (2004), “A Stochastic Partial Transport Model for Mixed-Size Sediment: Application to Assessment of Fractional Mobility”, Water Resources Research, 40(4), W04501.[PDF]

  64. 吳富春、楊國鑫 (2003),“水田土地利用型態對區域性微氣候之影響評估”,中國農業工程學報,第49卷第2期,53-68.[PDF]


  Last Update: 2022-12-13