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翁孟嘉 教授

最高學歷: 國立台灣大學土木工程學系 博士

研究專長:岩石力學、大地材料組成模式、邊坡穩定、分離元素法

教授課目:基礎工程、高等大地力學試驗

辨公室:工程二館305室

電話:03-5712121 ext: 54930

電子信箱: mcweng@nctu.edu.tw

經歷:

2017/8~迄今 國立交通大學土木系 教授
2013/8~2017/7 國立高雄大學土木與環境工程學系教授
2010/8~2013/7 國立高雄大學土木與環境工程學系副教授
2006/8~2010/7 國立高雄大學土木與環境工程學系助理教授
2004/6~2006/7 中興工程顧問社地工中心研究員
土木技師、大地技師、結構技師

獲獎:

2017 傑出研究獎,國立高雄大學
2016 優良導師獎,國立高雄大學
2016 優良論文獎,2016工程永續與土木防災研討會
2015 優秀年輕學者獎,國立高雄大學
2014 獎學金得主,2014國際岩石力學研討會暨第8屆亞洲岩石力學研討會 (Scholarship, 2014 ISRM International Symposium 8th Asian Rock Mechanics Symposium.)
2014 最佳海報獎,2014國際岩石力學研討會暨第8屆亞洲岩石力學研討會 (ISRM Outstanding Poster Award, 2014 ISRM International Symposium 8th Asian Rock Mechanics Symposium)
2014 最佳論文獎,2014岩盤工程研討會
2012 優良論文獎,2012岩盤工程研討會
2012 優秀年輕學者計畫,國科會
2010 論文獎佳作,2010岩盤工程研討會
2010 優良教師獎,國立高雄大學工學院
2009 指導學生獲得「大地工程學會碩士論文獎」、「大地工程學會博士論文獎」(2009、2010、2013、2015、2016)
2005 優良論文獎,第十一屆中華民國大地工程研討會
2004 優良論文獎,中國工程師學會
2004 優良論文獎,中國土木水利學會

參與計畫:

精緻化順向坡災害機制調查及影響範圍評估-總計畫暨子計畫:不同尺度順向坡穩定分析與堆積範圍探討(III) 科技部 2016
集水區大型山崩破壞特性與堆積影響範圍之研究 台灣世曦工程顧問股份有限公司 2015
精緻化順向坡災害機制調查及影響範圍評估-總計畫暨子計畫:不同尺度順向坡穩定分析與堆積範圍探討(II) 科技部 2015
精緻化順向坡災害機制調查及影響範圍評估-總計畫暨子計畫:不同尺度順向坡穩定分析與堆積範圍探討(I) 科技部 2014
深層崩塌之滑動型態與機制研究-以分離元素法探討(II) 國科會 2012 ~ 2013

個人著作

SCI/EI Journal
  1. M.C. Weng*, J.H. Li, C.H. Lin, C.T. Liao (2017) Measuring foliation tensile strength of metamorphic rock by using pull-off test. Geotechnical Testing Journal (Accepted, SCI, EI)
  2. F.S. Jeng, M.C. Weng*, F.H. Yeh, Y.S. Yang, T.H. Huang (2017) A constitutive model of sandstone considering the post peak behavior. Journal of Mechanics. (Accepted, SCI, EI)
  3. M.C. Weng*, T.C. Chen, S.J. Tsai (2016) Modeling scale effects on consequent slope deformation by centrifuge model tests and the discrete element method. Landslides. DOI 10.1007/s10346-016-0774-7 (SCI, EI)
  4. C.M. Lo, M.C. Weng* (2016) Identification of deformation and failure characteristics in cataclinal slopes using physical modeling. Landslides DOI 10.1007/s10346-016-0735-1 (SCI, EI)
  5. C.C. Chiu, M.C. Weng*, T.H. Huang (2016) Modeling rock joint behavior using rough-joint model. Int. J. of Rock Mech. and Min. Sci. 89, 14-25. (SCI, EI)
  6. C.C. Chiu, M.C. Weng*, T.H. Huang (2016) Characterization of clastic rock using a biconcave bond model of DEM. International Journal for Numerical and Analytical Methods in Geomechanics DOI: 10.1002/nag.2568 (SCI, EI)
  7. M.C. Weng, C.M. Lo, C.H. Wu, T.F. Chuang (2015) Gravitational deformation mechanisms of slate slopes revealed by model tests and discrete element analysis. Engineering Geology 189, 116-132. (SCI, EI)
  8. vM.C. Weng, M.H. Wu, C.L. Lin, D.K. Syue, C. Hung (2015) Long-term mechanical stability of cemented incineration bottom ash. Construction & Building Materials 93, 551-557. (SCI, EI)
  9. C.C. Chiu, M.C. Weng*, T.H. Huang (2015) Biconcave bond model for cemented granular material. Journal of Geoengineering. 10(3), 91-104. (EI)
  10. W.C. Huang, H.W. Yu, M.C. Weng (2015) Levee reliability analyses for various flood return periods - a case study in southern Taiwan. Natural Hazards and Earth System Sciences, 15, 919-930. (SCI, EI)
  11. M.C. Weng*, F.S. Jeng, B.L. Chu, Y.W. Jou, C.Y. Liao (2015) Deformation analysis of excavation in gravelly formation using the anisotropic degradation model. Journal of the Chinese Institute of Engineers 38(8), 959-967. (SCI, EI)
  12. M.C. Weng*, C.C. Cheng, J.S. Chiou (2014) Exploring the evolution of lateral earth pressure using the distinct element method. Journal of Mechanics, 30(1), 77-86. (SCI, EI)
  13. M.C. Weng*, B.L. Chu, Y.L. Ho (2014) Closure to "Elasto-Plastic Deformation Characteristics of Gravelly Soils" by Meng-Chia Weng, Bin-Lin Chu, and Yu-Ling Ho. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 140, 07014008-1-3. (SCI, EI)
  14. M.C. Weng* (2014) A generalized-plasticity based model for sandstone considering time-dependent behavior and wetting deterioration. Rock Mech. and Rock Eng. 47 (4), 1197-1209. (SCI, EI)
  15. W.C. Huang, M.C. Weng*, R.K. Chen (2013) Levee failure mechanisms under the extreme rainfall event - a case study in southern Taiwan. Natural Hazards. DOI 10.1007/s11069-013-0874-9. (SCI, EI)
  16. S.H. Tung, M.C. Weng*, M.H. Shih (2013) Measuring the in situ deformation of retaining walls by the digital image correlation method. Engineering Geology, 166, 116-126. (SCI, EI)
  17. C.C. Chiou, T.T. Wang, M.C. Weng*, T.H. Huang (2013) Modeling the anisotropic behavior of jointed rock mass using a modified smooth-joint model. Int. J. of Rock Mech. and Min. Sci. 62, 14-22. (SCI, EI)
  18. M.C. Weng*, B.L. Chu, Y.L. Ho (2013) Elasto-plastic deformation characteristics of gravelly soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 139 (6), 947-955. (SCI, EI)
  19. M.C. Weng*, H.I. Ling (2013) Modeling the behavior of sandstone based on generalized plasticity concept. International Journal for Numerical and Analytical Methods in Geomechanics. 37 (14), 2154-2169. (SCI, EI)
  20. M.C. Weng*, H.H. Li (2012) Relationship between the deformation characteristics and microscopic properties of sandstone explored by the bonded-particle model. International Journal of Rock Mechanics and Mining Sciences 56, 33-43. (SCI, EI)
  21. C.L. Lin, M.C. Weng*, C.H. Chang (2012) Effect of incinerator bottom ash composition on mechanical behavior of backfill material. Journal of Environmental Management 113, 377-382. (SCI, EI)
  22. Y.L. Chang, T.H. Chen, M.C. Weng* (2012) Modeling particle rolling behavior by the modified eccentric circle model of DEM. Rock Mechanics and Rock Engineering 45, 851-862. (SCI, EI)
  23. S.H. Tung, W.P. Sung, M.H. Shih, M.C. Weng (2012) Applying digital image correlation method to detect deformation of abamurus. Disaster Advances 5(4), 496-501. (SCI, EI)
  24. M.C. Weng, M.H. Wu, S.K. Ning, Y.W. Jou (2011) Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan. Engineering Geology 123, 72-82. (SCI, EI)
  25. M.C. Weng, L.S. Tsai, Y.M. Hsieh, F.S. Jeng, (2010) An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation. International Journal of Rock Mechanics and Mining Sciences 47, 1263-1273. (SCI, EI)
  26. M.C. Weng, C.L., Lin, C.I. Ho (2010) Mechanical properties of incineration bottom ash: the influence of composite species. Waste management 30, 1303-1309. (SCI, EI)
  27. M.C. Weng, L.S., Tsai, C.Y. Liao, F.S. Jeng, (2010) Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model. Tunnelling and Underground Space Technology 25, 397-406. (SCI, EI)
  28. B.L. Chu, Y.W. Jou, M.C. Weng, (2010) A constitutive model for gravelly soils - considering shear-induced volumetric deformation. Canadian Geotechnical Journal 47, 662-673. (SCI, EI)
  29. M.C. Weng, F.S. Jeng, L.S., Tsai, Y.M. Hsieh, (2010) A simple model for geo-materials involving shear-induced anisotropic degradation. Journal of the Chinese Institute of Engineers 33, No.6, 833-844. (SCI, EI)
  30. M.C. Weng*, S.H. Tung, M.H. Shih, (2009) Microscopic characteristics of problematic Tertiary sandstone as revealed by grain-wide local deformation. Int. J. of Rock Mech. and Min. Sci, 46, 1243-1251. (SCI, EI)
  31. M.C. Weng, F.S. Jeng, Y.M. Hsieh, T.H. Huang, (2008) A simple model for stress-induced anisotropic softening of weak sandstones. Int. J. of Rock Mech. and Min. Sci. 45, 155-166. (SCI, EI)
  32. L.S. Tsai, Y.M. Hsieh, M.C. Weng, T.H. Huang, F.S. Jeng, (2008) Time-dependent deformation behaviors of weak sandstone. Int. J. of Rock Mech. and Min. Sci. 45, 144-154. (SCI, EI)
  33. 蔡立盛、林銘郎、翁孟嘉、鄭富書、黃燦輝 (2006): 砂岩之即時及依時變形?為特性,中國土木水利學刊,第十八卷,第三期,353-362頁。(EI)
  34. M.C. Weng, F.S Jeng, T.H. Huang, M. L. Lin (2005) Characterizing the deformation behavior of Tertiary sandstones, Int. J. of Rock Mech. and Min. Sci. 42, 388-401 (SCI, EI)
  35. F.S. Jeng, M.C. Weng, M. L. Lin, T.H. Huang (2004) Influence of petrographic parameters on geotechnical properties of Tertiary sandstones from Taiwan, Engineering Geology 73, 71-91 (SCI, EI)
  36. 翁孟嘉、鄭富書、黃燦輝 (2003): 台灣西部麓山帶砂岩之組成模式研究,中國土木水利學刊,第十五卷,第四期,93-106頁。(EI)【本文獲中國土木水利工程學會93年度論文獎,中國工程師學會93年度論文獎】
  37. F.S. Jeng, M.C. Weng, T.H. Huang, M.L. Lin (2002) Deformational characteristics of weak sandstone and impact to tunnel deformation, Tunnelling and Underground Space Technology 17, 263-274 (SCI, EI)
Domestic Journal
  1. 羅佳明、翁孟嘉*、吳政賢、董雅婷 (2016): 板岩順向坡之重力變形特性,中華技術,108期。
  2. 童士琚B翁孟嘉*、施明祥 (2014): ?位影像相關係?法於擋土牆監測之應用,大地工程技師月刊,第8期,2-11頁。
  3. 羅佳明、翁孟嘉、林雨璇、劉佩絹 (2014): 物理模型試驗應用於順向坡板岩變形特性之研究,中華水土保持學報, 第45(3)期,165-173頁。
  4. 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,第31期,17-36頁。
  5. 黃文昭、翁孟嘉、陳瑞國 (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,第137期,59-70頁。
  6. 陳天健、吳嘉俊、翁孟嘉、謝坤宏、王建智 (2009): 莫拉克颱風荖濃溪坡地災害調查,地工技術,第122期,13 - 20頁。
  7. 翁孟嘉 (2009): 工程地質研討會(十六)∼貫穿一世紀的水利工程與會報導,地工技術,第119期,99 - 102頁。
  8. 童士琚B施明祥、郭瑞昭、翁孟嘉 (2008): 數位影像量測技術於土木工程監檢測之應用,地工技術,第117期,81 - 90頁。
  9. 翁孟嘉、冀樹勇、高憲彰、張玉c、曾慶恩 (2006):音射式孔內探測儀於岩體裂隙分析之應用,中興工程季刊,第91期,1-8頁。
  10. 蔡明欣、翁孟嘉、冀樹勇、陳錦清 (2005):潛盾隧道存在對地表建築物受震行為之影響,中興工程季刊,第89期,1-10頁。

Conference Publications

International Conference
  1. M.C. Weng*, C.M Lo (2016) Gravity-driven deformation characteristics of consequent slate slopes. EUROCK 2016, Turkey.
  2. C.C. Chiu,M.C. Weng*, T.H. Huang, (2016) Modeling rock joint behavior using rough-joint model. DEM7 Conference Montreal, Dalian, China.
  3. M.C. Weng*, T.C. Chen S.J. Tsai (2016) Exploring consequent slope deformation by centrifuge model tests and the discrete element method. Second Computational Mechanics Conference in Taiwan.
  4. C.C. Chiu, M.C. Weng*, T.H. Huang, (2015) Biconcave shape bond model for rock deformation. The 13th International ISRM congress 2015 Montreal, Quebec, Canada.
  5. D.K. Syue, J.R. He, M.C. Weng, C.L. Lin (2015) Long-term mechanical stability of cemented incineration bottom ash. 2015 East Asian Symposium on Civil & Environmental Technology, Kaohisung, Taiwan
  6. C.C. Chiu, M.C. Weng*, T.H. Huang (2014) A biconcave-shaped bonding model for the distinct element method. 2014 ISRM International Symposium 8th Asian Rock Mechanics Symposium, Sapporo, Japan.
  7. C.H. Wu, M.C. Weng*, C.M. Lo, T.F. Chuang (2014) Modeling the deformational behavior of slate slope using discrete element method. 2014 ISRM International Symposium 8th Asian Rock Mechanics Symposium, Sapporo, Japan.
  8. C.M Lo, Z.Y Feng, M.C Weng (2014) Deformation model of consequent slate slopes calibrated to the morphology associated with the rock mass creep. 2014 ISRM International Symposium 8th Asian Rock Mechanics Symposium, Sapporo, Japan.
  9. M.C. Weng, C. M. Lo, C.H. Wu, T.F. (2014) Chuang Modeling the gravitational deformation of a slate slope using model tests and the discrete element method. The 9th International Conference on Engineering Computational Technology, Naples, Italy.
  10. C.C. Chiu, M.C. Weng, T.H. Huang (2013) A biconcave-shaped bonding model for DEM. The Twenty-Sixth KKHTCNN Symposium on Civil Engineering, Singapore.
  11. M.C. Weng* (2013) A generalized-plasticity-based model for sandstone considering time-dependent behavior. SINOROCK2013, Shanghai, China.
  12. T.F. Chuang, C.H. Wu, Y.H. Su, M. C. Weng* (2013) A study on the creep mechanism of slate slope using discrete element method. 2013 East Asian Symposium on Civil & Environmental Technology, Matsuyama, Japan.
  13. M. C. Weng*, C.M. Lo, C.H. Wu, T.F. Chuang, Y.H. Su (2013) A study on the creep mechanism of slate slope using model test. EGU General Assembly 2013, Vienna, Austria.
  14. C.M. Lo, M. C. Weng (2013) Characteristics of deep-seated catastrophic landslide in a valley, movement process, and determination of deposition hazard area. EGU General Assembly 2013, Vienna, Austria.
  15. M.C. Weng*, C.C. Cheng (2012) Influence of microscopic factors on lateral earth pressure using the discrete element approach. The 8th International Conference on Engineering Computational Technology, Dubrovnik, Croatia.
  16. C.H. Wu, Y.H Su, T.F. Chuang, M.C. Weng* (2012) A study on the creep mechanism of slate slope using model test. 2012 East Asian Symposium on Civil & Environmental Technology, Kaohsiung, Taiwan.
  17. D.K. Syue, C.H. Chang, C.L. Lin, M.C. Weng* (2012) Influence of incinerator bottom ash composition on mechanical properties of backfill material. 2012 East Asian Symposium on Civil & Environmental Technology, Kaohsiung, Taiwan.
Domestic Conference
  1. 吳政賢、莊庭鳳、何健睿、陳大均、翁孟嘉 (2016) 高角度葉理板岩邊坡之重力變形研究-以模型試驗及分離元素法探討,2016工程永續與土木防災研討會論文集,高雄。
  2. 陳大均、翁孟嘉*、黃文昭、羅佳明、林銘郎 (2016) 順向坡體重力變形與坡頂沉陷量之關係研究-以物理模型試驗探討,2016岩盤工程研討會論文集,高雄。
  3. 楊逸賢、翁孟嘉、鄭富書 (2015) 砂岩之峰後力學特性研究,第十六屆大地工程研討會論文集,國立高雄第一科技大學,高雄。
  4. 蔡承翰、鄭証文、王煥博、翁孟嘉 (2015) 膠結顆粒材料之變形特性研究,第十六屆大地工程研討會論文集,國立高雄第一科技大學,高雄。
  5. 邱家吉、翁孟嘉、黃燦輝 (2014) 岩材微觀膠結模式之建立與特性探討,2014岩盤工程研討會論文集,朝陽科技大學,台中。
  6. 葉馥瑄、黃燦輝、翁孟嘉、鄭富書、童士 (2014) 砂岩隧道變形性之評估-以非線性彈塑性模式初探,2014岩盤工程研討會論文集,朝陽科技大學,台中。
  7. 陳大均、黃燦輝、翁孟嘉、李宏輝 (2014) 人造類岩在不同應變率條件下之宏觀力學特性與微觀力學機制探討,2014岩盤工程研討會論文集,朝陽科技大學,台中。
  8. 吳政賢、莊庭鳳、劉耀智、翁孟嘉、羅佳明 (2014) 以分離元素法探討板岩邊坡重力變形型態與機制,2014岩盤工程研討會論文集,朝陽科技大學,台中。
  9. 翁孟嘉* (2013) 考慮依時變形之砂岩廣義塑性模式,第十五屆大地工程研討會論文集,國立雲林科技大學,雲林。
  10. 楊長義、翁孟嘉*、葉馥瑄、楊智凱 (2013) 花崗岩受熱與應力作用之耦合效應模擬研究,第十五屆大地工程研討會論文集,國立雲林科技大學,雲林。
  11. 薛達懇、翁孟嘉、林秋良、鄭健得、黃彥澤 (2013) 固結焚化底渣之長期穩定性影響,中華民國環境工程學會2013廢棄物處理技術研討會,國立高雄大學,高雄。
  12. 李宛瑾、葉孟維、翁孟嘉*、黃燦輝、鄭富書 (2012) 顆粒材料應力-水力耦合行為之研究,中華民國力學學會第三十六屆全國力學會議,國立中央大學,桃園。
  13. 翁孟嘉* (2012) A generalized-plasticity-based model for sandstone,2012岩盤工程研討會論文集,國立聯合大學,苗栗。
  14. 邱家吉*、翁孟嘉、王泰典、黃燦輝 (2012) 個別元素法模擬規則節理岩體力學特性之探討,2012岩盤工程研討會論文集,國立聯合大學,苗栗。【本文獲2012岩盤工程研討會論文獎-優等】

最後更新日期: Tue, 2018-08-14 4:47 PM

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Department of Civil Engineering in National Chiao Tung University