Advanced Search
  • 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
Volume 25 Issue 1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
HUANG Chuanzhi, JIANG Mingbao, ZHANG Jing. Computation method for bearing capacity of ground under action of eccentric and inclined loads[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 96-100.
Citation: HUANG Chuanzhi, JIANG Mingbao, ZHANG Jing. Computation method for bearing capacity of ground under action of eccentric and inclined loads[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 96-100.
shu

Computation method for bearing capacity of ground under action of eccentric and inclined loads

  • 1.Tianjin Port Engineering Institute Tianjin 300222 China 2.Dept. Of Waterway Transportation Ministry of Communications Beijing 100736 China

More Information
  • Published Date: January 23, 2003
    Graphical Abstract
    • Abstract
  • This paper presents equations, derived from the new solutions based on the theory of limit equilibrium, to calculate the bearing capacity of ground of homogeneous soil under the action of eccentric and inclined loads. Except that the selected sliding surface is formed by logarithmic helicoidal surface-logarithmic helicoidal surface-plane, no other simplifications or assumptions are made. The equations presented herein are applicable for failure modes of anteversion, retroversion and compression, showing their wide practical applicability.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]Analysis of ultimate bearing capacity of foundation based on variational limit equilibrium method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240146
    [2]LIU Zhong, GUO Gang, XING Zhan-dong, WANG Fen. Instruction and calculation methods of soil displacement screw piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1204-1207.
    [3]FAN Li-bin, ZHANG Ding-wen, LIU Song-yu. Comparision of calculating methods for stress of soil arching effect of piled embankments[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1155-1158.
    [4]ZHAO Cheng, HUANG Lei, ZHAO Chun-feng. Computational methods for uplift capacity of belled piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 928-931.
    [5]FU Wen-guang. A method for calculating composite foundation bearing capacity by results of load tests on piles and soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 592-595.
    [6]CHEN Chang-fu, WU Meng-ting. Computational method for bearing capacity of upper geosynthetic-encased stone columns based on block limit equilibrium method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1253-1260.
    [7]Unified approach to estimate ultimate bearing capacity of uplift piles with enlarged base[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [8]QIN Huilai, HUANG Maosong. Upper-bound method for calculating bearing capacity of strip footings on two-layer soils[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 611-616.
    [9]CHEN Zuyu, MI Hongliang, WANG Xiaogang. A three-dimensional limit equilibrium method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 525-529.
    [10]Feng Shuren, Feng Dingxiang, Ge Xiurun, Gu Xianrong. 3D limit equilibrium method for slope stability and its application[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(6): 657-661.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (2399) PDF downloads (408) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return