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Publications

 

  完整著作目錄 / Complete Publication List

 

  期刊論文 / Journal Publications

  1. 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.[PDF]

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

  3. 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]

  4. 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]

  5. 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]

  6. 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.

  7. 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]

  8. 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]

  9. 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]

  10. 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]

  11. 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]

  12. 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]

  13. 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]

  14. 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]

  15. 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]

  16. 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]

  17. 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]

  18. 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]

  19. 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]

  20. 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 from this journal.[PDF]

  21. 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]

  22. 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]

  23. 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]

  24. 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]

  25. 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]

  26. 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 from this journal.[PDF]

  27. 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]

  28. 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]

  29. 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”,地工技術期刊,第134期,15-24.[PDF]

  30. 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]

  31. 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]

  32. 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]

  33. 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 from this journal.[PDF]

  34. 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 from this journal.[PDF]

  35. 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]

  36. 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]

  37. 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]

  38. 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]

  39. 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]

  40. 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]


  研討會論文 / Conference Publications
  1. Yang, K-H, Adilehou, W. M., Jian, S-T., Hsiung, B-C (2017) “Permeability and Critical Hydraulic Gradient of Fiber-Reinforced Sand subject to Seepage”, Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering, 2nd ISAUG, Changsha, China, November 2017.

  2. Hsiung, B-C., and Yang, K-H, (2017) “Displacement of Ground and Structure induced by Deep Excavations in Loose to Medium Dense Sand”, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017, Seoul, South Korea, September 2017.

  3. Yang, K-H, Thuo, J.N., Chen, J-W, and Liu, C-N, (2017) “Failure Investigation of a Multi-tier Geosynthetic-Reinforced Soil Slope with Marginal Backfill subject to Heavy Rainfall”, The 5th Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, 5th GEDMAR, Taipei, Taiwan, September 2017.

  4. Hsiung, B-C., Yang, K-H, Ge, L., Hung. C., and Yong, T.H. (2017) “Deep Excavations in Kaohsiung, Taiwan and Jakarta, Indonesia”, Proceedings of Southeast Asian Conference and Exhibition in Tunneling and Underground Space, SEACETUS 2017, Subang Jaya, Malaysia, April 2017.

  5. Thuo, J.N., Huynh, V.D.A., Yang, K-H, and Portelinha, F.H.M., (2016) “Behavior of Geotextile- and Geogrid-Reinforced Soil Slopes with Various Backfills Subject to Rainfalls”, Proceedings of the 6th Asian Regional Conference on Geosynthetics, Geosynthetics Asia 2016, Deli, India, November 2016.

  6. Huynh, V.D.A., Thuo, J.N., and Yang, K-H, (2016) “Effect of Sand Cushion Thickness on Improving the Stability of Geosynthetic-reinforced Soil Slopes Subject to Rainfalls”, Proceedings of the 3rd International Conference on Geotechnics for Sustainable infrastructure Development, Geotec Hanoi 2016, Hanoi, Vietnam, November 2016.

  7. Aila, W., Hsiung, B-C, Yang, K-H, and Tsai, Y-Y, (2016) “Establishment of Geotechnical Properties and 3D Numerical Models for Deep Excavation in Central Jakarta”, Proceedings of the 19th Southeast Asian Geotechnical Conference and the 2nd Inaugural AGSSEA Conference, 19SEAGC/2AGSSEA, Kuala Lumpur, Malaysia, May 2016.

  8. Yang, K-H, Wu, T.H.J., Chen, R.H., and Chen Y-S, (2015) “Numerical Study on Lateral Bearing Capacity and Failure Mode of Geosynthetic-Reinforced Soil Barriers”, Proceedings of the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 15 ARC, Fukuoka, Japan, November 2015.

  9. Yang, K-H, Liu, C-N, and Nguyen, M.D., (2014) “Effect of Reinforcement Anchorage on the Plane Strain Behavior of Geogrid-Reinforced Sand”, Proceedings of the 10th International Conference on Geosynthetics, 10 ICG, Berlin, Germany, September 2014.

  10. Thuo, J.N., and Yang, K-H, (2014) “Numerical Study of Infiltration into Unsaturated Clay Slopes with Nonwoven Geotextile Drains sandwiched in Sand Cushions: Featuring the Capillary Barrier Effect”, Proceedings of the 10th International Conference on Geosynthetics, 10 ICG, Berlin, Germany, September 2014.

  11. Mohamed, S., Yang, K-H, Hung, W-Y, (2013) “Limit Equilibrium Analyses of Two-Tiered Geosynthetic-Reinforced Soil Wall Models in a Geotechnical Centrifuge”, Proceedings of International Symposium on Design and Practice of Geosynthetic-reinforced Soil Structures, Bologna, Italy, October 2013.

  12. Ge, L and Yang, K-H, (2013), “Tensile Strength of Lightly Cemented Sand through Indentation Tests”, Proceedings of the XVIII International Conference on Soil Mechanics and Geotechnical Engineering, XVIII ICSMGE, Paris, France, September 2013.

  13. Yang, K-H, Hung, W-Y and Kencana, E.Y., (2013) “Acceleration Amplified Responses of Geosynthetic-Reinforced Soil Structures with a Wide Range of Input Ground Acceleration”, ASCE Geo-Congress 2013, San Diego, California, March 2013, Geotechnical Special Publication, GSP 231, 1178-1187.

  14. Yang, K-H, (2012) “Evaluation of Various Design Methods for Predicting Reinforcement Tension within Geosynthetics-Reinforced Soil Structures”, Proceedings of the 7th Asian Young Geotechnical Engineers Conference, 7AYGEC, Tokushima, Japan, September 2012. *Best Paper Award from this conference.

  15. Gupta, R., Yang, K-H, Zornberg, J.G., and Roodi, H., (2012) “Analytical Model for Pullout Test to be Used in Geosynthetic-Reinforced Pavements”, Proceedings of the 2nd Pan American Geosynthetics Conference, GEOAMERICAS 2012, Lima, Peru, May 2012.

  16. Yang, K-H, Zornberg, J.G., Liu, C-N. and Lin, H-D, (2012) “Backfill Stress and Strain Information within a Centrifuge Geosynthetic-Reinforced Slope under Working Stress and Large Soil Strain Conditions”, ASCE Geo-Congress 2012, Oakland, California, March 2012, Geotechnical Special Publication, GSP 225, 461-470.

  17. Yang, K-H, Zornberg, J.G. and Bathurst, R.J. (2010), "Mobilization of Reinforcement Tensions within Geosynthetic-Reinforced Soil Structures", Earth Retention Conference 3, ER2010, Bellevue, Washington, August 2010, Geotechnical Special Publication, GSP 208, 494-501.


 

 
 
  Last Update: 2019-03-14