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朱国甫教授
发布时间:2012-11-23【告诉好友】 【关闭窗口】

  

  

  男,1962.12出生,教授,工学博士,博士生导师。E-mail:zhu_guo_fu@yahoo.com

  工作主要经历:

  2005.7-至今, 武汉理工大学工程结构与力学系教授.

  2004.3-2005.6 Earth-link Technology (Hong Kong) Ltd., 高级岩土工程师.

  2002.3-2004.2香港理工大学土木与结构工程系,Research Fellow.

  2000.12-2002.2 Earth-link Technology (Hong Kong) Ltd, 高级岩土工程师.

  2000.7-2000.12香港理工大学土木与结构工程系,Research Associate.

  1996.8-1999.12香港理工大学土木与结构工程系,博士生.

  1994.9-2000.6 中国科学院武汉岩土力学研究所, 副研究员.

  1992.3-1993.3 澳大利亚新南威尔士大学岩土工程系, 访问学者.

  主要研究领域:

  岩土工程数值方法与数值模拟,岩、土的工程力学性质,基础工程,软土地基

  主要在研科研项目:

  软土地基的固结分析 施工过程的有限元模拟

  主要研究成果:

  (一)、 发表论文简要概况

  [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] 朱国甫, 袁建新, 刘立胜. (1995). 三峡工程二期围堰心墙高双墙方案有限元分析. 岩土力学, Vol. 16, No. 2. 15-23.

  [17] 朱国甫 (1994). 粘弹模型的一种等价定义及相关问题. 岩土力学, Vol. 15, No.2, 20-26.

  (二)、获奖基本情况

  (三)、主持或参与科研课题及成果

  香港理工大学研究基金: “Development of analytical and numerical methods and solutions for consolidation analysis of geotechnical structures on soil ground”,(批准号:G.31.37.YY44;81.5万港币;2001.12-2003.11, 已完成)

  香港理工大学研究基金: “Analysis of test embankments on soft ground”,(批准号:H.31.37.ZJ73;12.6 万港币; 2000.9-2000.12, 已完成)

  香港理工大学研究基金:“CIVAL-Reclamation Module”,(批准号:H.31.37.5165;32万港币; 2000.4-2000.9, 已完成)

  台湾财团法人中兴工程顾问社研究基金:“节理岩体三维非线性程序的研制”,(对外合作项目:3万美元;1994.3-1996.6,已完成)

      
      
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