• 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
Collapse sequence of perilous rock on cliffs with soft foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
Citation: Collapse sequence of perilous rock on cliffs with soft foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).

Collapse sequence of perilous rock on cliffs with soft foundation

More Information
  • Received Date: September 26, 2008
  • Revised Date: June 07, 2009
  • Published Date: February 14, 2010
  • Rock cells formed by the effects of different weathering of lithology of cliffs or steep slopes are the cause for collapse of perilous rock. The mechanism of massive failure must consider the interaction of perilous rock. Based on perilous rock mechanics, the interaction of perilous rock is estimated by rotation angle of the rock. First, the rotation angle without consideration of the interation of perilous rock (considering equivalent) is calculated. Then, the rotation angle with consideration of the interation of perilous rock by the law of conservation of energy is acquired. Finally, the formula to calculate the equivalent bending moment of rock by rotation angle is obtained. The formula to estimate the time for rock collapse based on the principle of fracture mechanics and damage mechanics is also established.
  • Related Articles

    [1]OU Yanyuxin, MOU Cong, WENG Jiaxing, HONG Zhenshun. Mechanism of pore pressure time lag for saturated clays[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 864-870. DOI: 10.11779/CJGE20221569
    [2]Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240418
    [3]SUN Yan-jun, YANG Jun-sheng, LUO Jing-jing, ZHENG Xiang-cou, YANG Feng. Stability and mesh-like collapse mechanism of tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1374-1380. DOI: 10.11779/CJGE201907024
    [4]FU Ping, QIN Peng-fei, WANG Chun, YANG Xiao-dong. Design of grouting parameters in rock based on grouting time[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1808-1813. DOI: 10.11779/CJGE201410007
    [5]JIE Yu-xin, DONG Wei-jie, FU Xu-dong, LI Guang-xin, ZHOU Xiao-jie. Modelling of developing course of piping with time[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 215.
    [6]Collapse mechanism and support pressure for shallow tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
    [7]CUI Chunyi, LUAN Maotian, YANG Qing, NIAN Tingkai. 3D numerical analysis of time effect of superstructure-piled raft-foundation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1244-1250.
    [8]YANG Tao, LI Guowei. Settlement rate method for determining surcharge removal time for embankment on soft ground[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1942-1946.
    [9]Xin Hongbo, Wang Yuqing. Earthquake induced landslide and avalanche[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 591-594.
    [10]Li Zuoqin. Time-Dependent Deformation of Consolidation in Clay[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(6): 60-68.

Catalog

    Article views (819) PDF downloads (617) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return