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朱國甫教授
發布時間:2019-07-23【告訴好友】 【關閉窗口】

  

  

  男,1962.12出生,教授,工學博士,博士生導師。E-mail:zhu_guo_fu@yahoo.com

  工作主要經歷:

  2005.7-至今, 武漢理工大學工程結構與力學系教授.

  2004.3-2005.6 Earth-link Technology (Hong Kong) Ltd., 高級巖土工程師.

  2002.3-2004.2香港理工大學土木與結構工程系,Research Fellow.

  2000.12-2002.2 Earth-link Technology (Hong Kong) Ltd, 高級巖土工程師.

  2000.7-2000.12香港理工大學土木與結構工程系,Research Associate.

  1996.8-1999.12香港理工大學土木與結構工程系,博士生.

  1994.9-2000.6 中國科學院武漢巖土力學研究所, 副研究員.

  1992.3-1993.3 澳大利亞新南威爾士大學巖土工程系, 訪問學者.

  主要研究領域:

  巖土工程數值方法與數值模擬,巖、土的工程力學性質,基礎工程,軟土地基

  主要在研科研項目:

  軟土地基的固結分析 施工過程的有限元模擬

  主要研究成果:

 ?。ㄒ唬?、 發表論文簡要概況

  [1] Zhu, G. F., Yin, J. H. (2005). Consolidation of a soil layer subsequent to cease of deposition. Canadian Geotechnical Journal. Vol. 42, No.2, pp678-682 (SCI Impact Factor 0.553)

  [2] Zhu, G. F., Yin, J. H. (2005). Mathematical solutions for consolidation analysis of a soil layer with depth-dependent parameters under confined compression Accepted by Communications in Numerical Methods in Engineering. (SCI Impact Factor 0.476, in press)

  [3] Zhu, G. F., Yin, J. H. (2005). Solution charts for the consolidation of double soil layers. Canadian Geotechnical Journal. Vol. 42, No.3, pp949-956. (SCI Impact Factor 0.553)

  [4] Zhu, G. F., Yin, J. H. (2004). Accuracy of the Carrillo’s formula for consolidation of soil with vertical and horizontal drainage under time-dependent loading. Communications in Numerical Methods in Engineering. Vol.20, pp721-735 (SCI Impact Factor 0.476)

  [5] Zhu, G. F., Yin, J. H. (2004). Consolidation analysis of soil with vertical and horizontal drainage under ramp loading considering smear effects. Geotextiles and Geomembranes. Vol.22, pp63-74 (SCI Impact factor 0.837)

  [6] Zhu, G. F., Yin, J. H. and Luk, S. T. (2004). Numerical characteristics of a simple finite element formulation for consolidation. Communications in Numerical Methods in Engineering. Vol.20, pp767-775 (SCI Impact Factor 0.476)

  [7] Zhu, G. F., Lee, W. H., Luk, S. T.and Yin, J. H. (2001). Web based learning for consolidation settlement analysis and reclamation design. Computer Applications in Engineering Education. Vol.9, No.3, pp149-156 (SCI Impact factor 0.205, No. of Citations 1)

  [8] Zhu, G.F. and Yin, J.-H. (2001). Consolidation of soil with vertical and horizontal drainage. Geotechnique, Vol. 51, No.4, pp361-367 (SCI Impact Factor 0.849, No. of Citations 4)

  [9] Zhu, G. F., Yin, J. H. and Graham, J. (2001). Consolidation modelling of soils under the Test Embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method. Canadian Geotechnical Journal, Vol. 38, No.2, pp349-363 (SCI Impact Factor 0.553)

  [10] Zhu, G. F., and Yin, J. H. (2001). Design charts for vertical drains considering construction time. Canadian Geotechnical Journal. Vol. 38, No.5, pp1142-1148 (SCI Impact Factor 0.553, No. of Citations 2)

  [11] Zhu, G.F. and Yin, J.-H. (2000). Elastic visco-plastic consolidation modelling of Berthierville test embankment. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 24, No. 5, 491-508 (SCI Impact Factor 0.758, No. of Citations 3)

  [12] Zhu, G.F. and Yin, J.-H. (2000). Finite element analysis of consolidation of soils with vertical drain. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 24, No. 4, 337-366 (SCI Impact Factor 0.758, No. of Citations 5)

  [13] Zhu, G.F. and Yin, J.-H. (1999). Consolidation of double soil layers under depth-dependent ramp load. Geotechnique 49, No.3, 415-421 (SCI Impact Factor 0.849, No. of Citations 5)

  [14] Zhu, G.F. and Yin, J.-H. (1999). Finite element analysis of consolidation of layered clay soils using an elastic visco-plastic model. International Journal for Numerical and Analytical Methods in Geomechanics. Vol. 23, pp355-374 (SCI Impact Factor 0.758, No. of Citations 4)

  [15] Zhu, G.F. and Yin, J.-H. (1998). Consolidation of soil under depth-dependent ramp load. Canadian Geotechnical Journal. Vol. 35, No.3, 344-350 (SCI Impact Factor 0.553, No. of Citations 6)

  [16] 朱國甫, 袁建新, 劉立勝. (1995). 三峽工程二期圍堰心墻高雙墻方案有限元分析. 巖土力學, Vol. 16, No. 2. 15-23.

  [17] 朱國甫 (1994). 粘彈模型的一種等價定義及相關問題. 巖土力學, Vol. 15, No.2, 20-26.

 ?。ǘ?、獲獎基本情況

 ?。ㄈ?、主持或參與科研課題及成果

  香港理工大學研究基金: “Development of analytical and numerical methods and solutions for consolidation analysis of geotechnical structures on soil ground”,(批準號:G.31.37.YY44;81.5萬港幣;2001.12-2003.11, 已完成)

  香港理工大學研究基金: “Analysis of test embankments on soft ground”,(批準號:H.31.37.ZJ73;12.6 萬港幣; 2000.9-2000.12, 已完成)

  香港理工大學研究基金:“CIVAL-Reclamation Module”,(批準號:H.31.37.5165;32萬港幣; 2000.4-2000.9, 已完成)

  臺灣財團法人中興工程顧問社研究基金:“節理巖體三維非線性程序的研制”,(對外合作項目:3萬美元;1994.3-1996.6,已完成)

      
      
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