• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
LI Xiaoqing, ZHOU Wei. Reply to the discussion on “Numerical analysis on bearing capacity of composite foundation in consideration of contacting characteristics of pile-soil interface”[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2171-2172.
Citation: LI Xiaoqing, ZHOU Wei. Reply to the discussion on “Numerical analysis on bearing capacity of composite foundation in consideration of contacting characteristics of pile-soil interface”[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2171-2172.

Reply to the discussion on “Numerical analysis on bearing capacity of composite foundation in consideration of contacting characteristics of pile-soil interface”

More Information
  • Published Date: December 14, 2006
  • Related Articles

    [1]WANG Yuan-zhan, LEI Ji-chao, LI Qing-mei, HU Shen-rong. Post-cyclic strength degradation behavior of soft clay under anisotropic consolidation and numerical simulation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1557-1564. DOI: 10.11779/CJGE201709002
    [2]WU Ting-yu, GUO Lin, CAI Yuan-qiang, WANG Jun. Deformation behavior of K0-consolidated soft clay under traffic load-induced stress paths[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 859-867. DOI: 10.11779/CJGE201705010
    [3]XU Ping. Elastoplastic analysis of gas drainage hole based on Tresca yield criterion[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 16-20.
    [4]HUANG Mao-song, LIU Yan-hua. Simulation of yield characteristics and principal stress rotation effects of natural soft clay[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1667-1675.
    [5]XIAO Yang, DENG An. Stress-strain analyses of sand-EPS lightweight-bead fills based on elliptic-parabolic yield surfaces model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1467-1471.
    [6]DAI Zihang, ZHOU Ruizhong, LU Caijin. Discussions on yield criterions and stress paths of soils in tests and numerical analyses[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 968-976.
    [7]YUAN Jing, GONG Xiaonan, LIU Xingwang, YI Deqing. An anisotropic time-dependent trinal-yield-surface model for the stress-strain-time behavior of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 88-94.
    [8]LI Guangxin, HUANG Yongnan, ZHANG Qiguang. The principal stress of soil in the direction of plane strain[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 358-361.
    [9]Li Binghe, Xie Kanghe, Ying Hongwei, Zeng Guoxi. Semi analytical solution of one dimensional non linear consolidation of soft clay under time dependent loading[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 32-37.
    [10]Xu Riqing, Gong Xiaonan. Nonlinear Stress-path-Dependent Behavior of Soils[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 56-60.

Catalog

    Article views (1143) PDF downloads (200) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return