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 33 Issue 1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Study and analysis of critical inclination slope with planar failure surface[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
Citation: Study and analysis of critical inclination slope with planar failure surface[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
shu

Study and analysis of critical inclination slope with planar failure surface

More Information
  • Received Date: September 13, 2009
  • Revised Date: January 20, 2010
  • Published Date: January 14, 2011
    Graphical Abstract
    • Abstract
  • For the rock slope with planar failure surface, the structural plane plays a controlling role in the stability of slope. In the process of design and analysis, if the planar failure appears without fixed plane in rock slope, the critical inclination of failure face can be used as the basis for analyzing the slope stability. The traditional estimation formula is optimized. Considering the effects of gravity and earthquakes, two formulae for calculating the critical inclination of failure face are given respectively. One is based on the limit height of slope, and the other is based on the limit factor of safety. Through comparison and analysis, their advantages and disadvantages are obtained.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]RAO Ping-ping, WU Jian, CUI Ji-fei, ZHAO Lin-xue. Extended three-dimensional analysis of cracked slopes using upper-bound limit method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1612-1620. DOI: 10.11779/CJGE202109005
    [2]CHEN Zhao-hui, LEI Jian, HUANG Jing-hua, CHENG Xiao-hui, ZHANG Zhi-chao. Finite element limit analysis of slope stability considering spatial variability of soil strengths[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 985-993. DOI: 10.11779/CJGE201806003
    [3]LU Kun-lin, ZHU Da-yong, GAN Wen-ning, ZHOU Yu-xin. 3D limit equilibrium method for slope stability analysis and its application[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2276-2282.
    [4]LI Ze, WANG Junxing, WANG Hanhui. Plastic limit analysis on stability of jointed rock slopes using finite elements[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1517-1521.
    [5]ZHU Dayong, DING Xiuli, QIAN Qihu. Three-dimensional limit equilibrium solution to generalized-shaped slope stability[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1460-1464.
    [6]ZHU Dayong, DING Xiuli, DU Junhui, DENG Jianhui. Computation of 3D safety factor of asymmetric and rotational slopes[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1236-1239.
    [7]ZHENG Hong, LI Chunguang, Lee C.F., GE Xiurun. Finite element method for solving the factor of safety[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 626-628.
    [8]YANG Mingcheng, ZHEN Yingren. Local minimum factor-of-safety method based on limit equilibrium theory[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 600-604.
    [9]ZHAO Shangyi, ZHENG Yingren, SHI Weimin, WANG Jinglin. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 343-346.
    [10]DAI Zihang, SHEN Pusheng. Study on numerical solution of general limit equilibrium method for stability analysis of soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 327-331.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1200) PDF downloads (563) 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