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Structural and Geotechnical Eng.

Faculty

Geotechnical Engineering

Huang, Wen-Chao

  • Professor
  • TEL:886-3- 422-7151 #34110
  • FAX:886-3- 425-2960
  • E-mail:wenchaoh@g.ncu.edu.tw;wenchaoh@ncu.edu.tw

Research Interests

Soil Mechanics
Foundation Engineering
Rock Slope Stability Analysis
Disaster Analysis Associated with Engineering Geology
Geosynthetics-Reinforced Roadway Analysis and Design

Courses

Soil Mechanics
Foundation Engineering
Groundwater and Seepage
Foundation Design
Soft Ground Engineering

Academic Journal Articles

  1. Chang, Y. Y., Lee, C. J., Huang, W. C., Huang, W. J., Lin, M. L., Hung, W. Y., & Lin, Y. H. (2013). Use of centrifuge experiments and discrete element analysis To model the reverse fault slip. International Journal of Civil Engineering, Transaction B: Geotechnical Engineering, 11(2), 79-89. (SCI)
  2. Chang, Y. Y., Lee, C. J., Huang, W. C., Hung, W. Y., Huang, W. J., Lin, M. L., & Chen, Y. H. (2015). Evolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sand. Engineering Geology, 184(0), 52-70. doi:http://dx.doi.org/10.1016/j.enggeo.2014.10.023 (SCI)
  3. Chu, S.-S., Lin, M.-L., Huang, W.-C., Nien, W.-T., Liu, H.-C., & Chan, P.-C. (2015). Simulation of growth normal fault sandbox tests using the 2D discrete element method. Computers & Geosciences, 74(0), 1-12. doi:http://dx.doi.org/10.1016/j.cageo.2014.10.006 (SCI,通訊作者)
  4. Chu, S.-S., Lin, M.-L., Huang*, W.-C., Liu, H.-C., & Chan, P.-C. (2013). Laboratory simulation of shear band development in a growth normal fault. Journal of GeoEngineering, 8(1), 19-26. (EI)
  5. Huang, W.-C. (2014). Improvement evaluation of subgrade layer under geogrid-reinforced aggregate layer by finite element method. International Journal of Civil Engineering, 12(3), 204-215. (SCI,第一作者)
  6. Huang, W. C., Yu, H. W., & Weng, M. C. (2015). Levee reliability analyses for various flood return periods – a case study in southern Taiwan. Hazards Earth Syst. Sci., 15(4), 919-930. doi:10.5194/nhess-15-919-2015 (SCI,第一作者、通訊作者)
  7. Huang, W.-C., Li, K.-C., Hsieh, J.-Y., Weng, M.-C., & Hung, W.-Y. (2019). Deformation behaviors of dip slopes considering the scale effect and their geological properties. Bulletin of Engineering Geology and the Environment. doi:10.1007/s10064-019-01652-6 (SCI,第一作者、通訊作者)
  8. Huang, W.-C., Sung, C.-Y., Liao, H.-Y., & Chu, S.-S. (2015). Micromechanical behavior of granular materials in direct shear modeling. Journal of the Chinese Institute of Engineers, 38(4), 469-480. doi:10.1080/02533839.2014.998286 (SCI,第一作者、通訊作者)
  9. Huang, W.-C., Weng, M.-C., & Chen, R.-K. (2014). Levee failure mechanisms during the extreme rainfall event: a case study in Southern Taiwan. Natural Hazards, 70(2), 1287-1307. doi:10.1007/s11069-013-0874-9 (SCI,第一作者、通訊作者)
  10. Huang, W.-C., & Yu, H.-W. (2016). Variability of levee failure mechanisms subject to heavy rainfalls, case studies in Taiwan. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 10(4), 269-279. doi:10.1080/17499518.2016.1186807 (EI,第一作者、通訊作者)
  11. Iinuma, K., Akaishi, M., Huang, W.-C., & Chang, H.-W. (2016). Effects of Plastic Potential on The Horizontal Stress In One-Dimensional Consolidation. Journal of GeoEngineering, 11(1), 27-31. doi:10.6310/jog.2016.11(1).3 (EI、通訊作者)
  12. Imai, Y., Akaishi, M., Huang, W.-C., & Chang, H.-W. (2017). Long-term settlement behavior of soft grounds and secondary compression. Journal of the Chinese Institute of Engineers, 40(5), 361-369. doi:10.1080/02533839.2017.1321971 (SCI,通訊作者)
  13. Iinuma, K., M. Akaishi, -C. Huang and H.-W. Chang (2015). “Finite Difference Scheme for Finite Strain Consolidation Considering Secondary Compression.” Journal of GeoEngineering 10(1): 11-16. (EI、通訊作者)
  14. Lê, H. K., Huang, W.-C., Liao, M.-C., & Weng, M.-C. (2018). Spatial characteristics of rock joint profile roughness and mechanical behavior of a randomly generated rock joint. Engineering Geology, 245, 97-105. doi:https://doi.org/10.1016/j.enggeo.2018.06.017 (SCI,通訊作者;第一作者為申請人博士班學生)
  15. Li, C.-H., Lin, M.-L., & Huang, W.-C. (2019). Interaction between pile groups and thrust faults in a physical sandbox and numerical analysis. Engineering Geology, 252, 65-77. doi:https://doi.org/10.1016/j.enggeo.2019.02.023 (SCI)
  16. 翁孟嘉,黃文昭,陳瑞國. (2013). 極端氣候下堤防系統破壞機制的研究 -以荖濃溪下游堤防為例. 工程環境會刊, 31, 39-58.
  17. 李璟芳, 周憲德, 魏倫瑋, 黃韋凱, 冀樹勇, 陳樹群, & 黃文昭. (2014). 東澳嶺崩塌地之地形演育分析. 中華水土保持學報, 45(3), 174-183.
  18. 林美聆, 陳永昇, 王國隆, 謝佑明, & 黃文昭. (2014). 公路邊坡工程設計規範(草案)研修. 地工技術, 141, 7-16.
  19. 洪汶宜,李崇正,張有毅,黃文昭,黃文正,林銘郎,林燕慧. (2014). 以離心模型試驗探討正逆斷層引致的地表變形與剪裂帶發展. 經濟部中央地質調查所特刊, 28, 129-151.
  20. 黃文昭, 陳瑞國, & 翁孟嘉. (2013). 極端降雨下堤防破壞機制探討~以舊寮一號堤防為例. 地工技術, 137, 12.
  21. 黃文昭, 楊士弘, & 魏培杰. (2014). 標準貫入試驗值之水平空間分布模擬. 地工技術, 141, 37-44.
  22. 林承翰、翁孟嘉、林銘郎、羅佳明、黃文昭、李宏輝、林錫宏、彭厚仁、蔡尚均、翁正學. (2018). 精緻化順向坡穩定及影響範圍評估:以嘉義潮州湖與烏來忠治為例. 大地技師, 17, 14-29.
  23. 黃文昭, 張有毅, 洪汶宜, 李昆哲, 胡家豪, 翁孟嘉. (2019). 以離心模型及數值模型探討岩石邊坡破壞之尺度效應影響. 地工技術, 161, 19-28.

Experience

  • Associate Professor, Civil Engineering, National Central University, 2015~2020
  • Assistant Professor, Civil Engineering, National Central University, 2010~2015
  • Project Professional, Onshore geotechnical group, Fugro Consultants, Inc, Houston, TX, USA, 2007~2010
  • TA/RA, Civil Engineering, Purdue University, 2003~2007

Education

  • Bachelor of Science, Civil Engineering, National Taiwan University, Taiwan, 1993/9~1997/6
  • Master of Science, Civil Engineering, National Taiwan University, Taiwan, 1999/9~2001/6
  • Doctor of Philosophy, Civil Engineering, Purdue University, USA, 2003/8~2007/8

Department of Civil Engineering at NCU

Add:No.300, Chung-da Rd. Chung-Li city, Tao-Yuan 32011,Taiwan, Republic of China

Contact Us

Tel:8863-422-7151 #34070
Fax:8863-425-2960
Mail:ncu4100@cc.ncu.edu.tw

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