Bedding Slope Stability and Progressive Failure Analysis

被引:0
|
作者
Li, Ji [1 ]
Liu, Ming [1 ]
机构
[1] Southwest Petr Univ, Sch Civil Engn & Architecture, Chengdu, Sichuan, Peoples R China
来源
ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING | 2016年 / 21卷 / 03期
关键词
Progressive failure; FLAC3D; Bedding slope; Stability;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This article based on strain-softening and rigid body limit equilibrium principle, consider the strain softening of slip surface during the analysis, thus in the condition of considering the peak strength and residual strength of slip surface soil strength established bedding slope ideal plane slope body mechanical model and deduced safety factor of bedding slope that occurred traction failure calculation formula. And using the contact element model that in the finite difference method FLAC3D software to simulate the sliding surface and joint of the bedding slope(slow dip angle), show the shear band of slope progressive formation process and analysis the stress characteristics of surface, thus, the failure of the bedding slope is a gradual process, which is gradually expanded through local failure.
引用
收藏
页码:1279 / 1292
页数:14
相关论文
共 50 条
  • [11] Progressive failure mechanism of a large bedding slope with a strain-softening interface
    Q. J. Hu
    R. D. Shi
    L. N. Zheng
    Q. J. Cai
    L. Q. Du
    L. P. He
    Bulletin of Engineering Geology and the Environment, 2018, 77 : 69 - 85
  • [12] Stability analysis and reinforcement method for bedding shale slope
    Zhang, Xiao-Yong
    Yang, Zhan-Lei
    Yuan, Gao-Ang
    Liang, Ju-Wei
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 37 : 176 - 180
  • [13] ANALYSIS METHODS ON STABILITY OF TALL AND BEDDING CREEP SLOPE
    Yongqin
    JIANG Zhiming
    LIU Jinghui(Fushun Branch
    Journal of Coal Science & Engineering(China), 1995, (01) : 7 - 12
  • [14] Analysis of sensitivity factors to stability of bedding rock cutting slope
    Gong Wen-hui
    Wang Ping
    Chen Feng
    ROCK AND SOIL MECHANICS, 2007, 28 (04) : 812 - 816
  • [15] Analysis of sensitivity factors to stability of bedding rock cutting slope
    Gong, Wen-Hui
    Wang, Ping
    Chen, Feng
    Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (04): : 812 - 816
  • [16] Analysis on Progressive Slipping-Shear Failure Mode of Bedding Slope of Hard Rock with Medium or Large Dip Angle
    Wei, Yufeng
    Nei, Dexin
    CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 1232 - 1237
  • [17] Progressive failure mechanism in one-dimensional stability analysis of shallow slope failures
    Chia-Nan Liu
    Landslides, 2009, 6 : 129 - 137
  • [18] Progressive failure mechanism in one-dimensional stability analysis of shallow slope failures
    Liu, Chia-Nan
    LANDSLIDES, 2009, 6 (02) : 129 - 137
  • [19] Stability analysis of steep bedding rock slope with strength reduction method
    Bu, Lin
    Xu, Tao
    Zhang, Yunjie
    Xu, Qiang
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 399 - +
  • [20] Stability analysis of laterally confined slope lying on inclined bedding plane
    Thirapong Pipatpongsa
    Kun Fang
    Cheowchan Leelasukseree
    Apipat Chaiwan
    Landslides, 2022, 19 : 1861 - 1879