朱国甫

武汉理工大来自学工程结构与力学系教授，调往盐博士生导师

• 中文名称 朱国甫
• 国籍 中国
• 民族 汉族
• 出生日期 1962年12月
• 职业 教师

人物经历

　　2005.6-今 武汉理工大学理学院工悼重危驼程结构与力学系, 教授

　　2004来自.3-2005.6 Earth-link Technology (Hong Kong) Ltd.,高级岩土工轿危程师

　　2002.3-2004.2香全店拳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, 开发部经理.

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

　　1994.9-2000.溶距境一一我胜文6 中国科学院武汉岩土力学研究所, 副研究员.

研究方向

　　岩土工程数值方360百科法茅乘组台组屑棵与数值模拟,岩、土键捆纸的工程力学性质,基础工程备渗燥,软土地基。

主要贡献

　　(一)、 发表论文简要概况

　括形过　[1] Zhu, G. F., Yin, J. H. (2005). Consolidation of a soil layer subsequent to cease of deposition. Canadian Ge来自otechnic360百科al Journal. Vol. 42, No.2, pp军陆照树678-682 (SCI Impact Factor 0.553)

　　[2] Zhu, 家保古左协示剧留章G. F., Yin, J. H. (2005). Mathematical solutions for consolidation analysis of a soil layer with depth-dependent parameters un民度错相甲附可略亲候der confined compression Accepted by Communications in 空势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)收源饭完现己十子适效. Accuracy of the Carrillo's fo两占核设举rmula for consolidation of soil with vertical and ho很殖儿落握初资表角统写rizontal drainage under time-dependent loading. Communications in Numerical Methods in Engineering. Vol.20, pp721-735 (SCI Impac晶执利则技位道胶劳t Factor 0.476)

　　[5] Zhu, G. F., Yin, J. H促. (2004). Consolidation analysis of 温soil with ve乱指后胞滑乎掌输往笔rtical and horizontal drain雷乎红最但苏斗运age under ramp loading considering smear effects. Geotextiles and Geomembranes. Vol.22, pp63-74 (SCI Impact 粮句factor 0.837)

　　[6] Zhu, G. F., Yin, J. H. and Luk, S证致. T. (2004). Numerical characteristics 东剧of a simple finite element formulation for consolidation. Communications in Numerical M卫ethods 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 据助谓留优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)、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)