Stability analysis for slopes of Maerdang hydropower station with the three-dimensional limit equilibrium method

被引：0
|
作者：
Huang, Yisheng [1 ]
Li, Jianlin [1 ]
机构：
[1] China Three Gorges Univ, Coll Hydraul & Environm Engn, Yichang 443002, Hubei, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
关键词：
Block Theory; Three-dimensional Limit Equilibrium Method; Maerdang Hydropower Station; Slope Stability;
D O I：
10.4028/www.scientific.net/AMM.275-277.1427
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Firstly analyzed the stability of blocks with block theory and secondly evaluated the stability of blocks with three-dimensional limit equilibrium method and finally evaluated the whole stability of slopes. Stability analysis for the slope of Maerdang hydropower station shows that natural slopes which belong to the upstream of Hadehei ditch on the right bank will not occur wedge slide, tailrace slopes of hydropower station have not sliding slopes searched which are in potential slide, if taking some measures to reinforce the stability of man-made slopes on the face rock-fill hub, which may meet the demand of the specification.
引用
收藏
页码：1427 / 1430
页数：4
相关论文
共 50 条
  • [1] Analysis of stability of three-dimensional slopes using the rigorous limit equilibrium method
    Zhou, X. P.
    Cheng, H.
    [J]. ENGINEERING GEOLOGY, 2013, 160 : 21 - 33
  • [2] Three-dimensional stability analysis of slopes using a plastic limit method
    Wang, YJ
    Chen, ZY
    Lee, CF
    Yin, JH
    [J]. GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOLS 1 AND 2, PROCEEDINGS, 2001, : 923 - 928
  • [3] Three-dimensional limit equilibrium method for slope stability analysis
    Chen, Z.Y.
    Mi, H.L.
    Wang, X.G.
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2001, 23 (05):
  • [4] Three-Dimensional Stability Analysis of Bank Slopes with Reservoir Drawdown Based on Rigorous Limit Equilibrium Method
    Zhou, Xiao-Ping
    Wei, Xiong
    Liu, Chao
    Cheng, Hao
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (12)
  • [5] Three-dimensional slope stability analysis by means of limit equilibrium method
    Morimasa, Shingo
    Miura, Kinya
    [J]. LANDSLIDES AND ENGINEERED SLOPES: FROM THE PAST TO THE FUTURE, VOLS 1 AND 2, 2008, : 843 - +
  • [6] Three-dimensional limit equilibrium method for asymmetrical slope stability analysis
    Gao, YuFeng
    Wan, YuKuai
    Zhang, Fei
    [J]. Zhongguo Kexue Jishu Kexue/Scientia Sinica Technologica, 2022, 52 (12): : 1819 - 1830
  • [7] Three-dimensional stability limit analysis of cracked loess slopes
    Zhu Xue-liang
    Shao Sheng-jun
    Shen Xiao-jun
    Shao Shuai
    Liu Xiao-kang
    [J]. ROCK AND SOIL MECHANICS, 2022, 43 (10) : 2735 - 2743
  • [8] Three-dimensional seismic stability of inhomogeneous soil slopes using limit analysis method
    Li Yu-nong
    Liu Chang
    Wang Li-wei
    [J]. ROCK AND SOIL MECHANICS, 2022, 43 (06) : 1493 - 1502
  • [9] Three-dimensional seismic stability of inhomogeneous soil slopes using limit analysis method
    Li, Yu-Nong
    Liu, Chang
    Wang, Li-Wei
    [J]. Yantu Lixue/Rock and Soil Mechanics, 2022, 43 (06): : 1493 - 1502
  • [10] Numerical Limit Equilibrium Method of Three-Dimensional Stability for Landslide
    Zhong, Wei
    Chen, Xiaoqing
    Yang, Tao
    [J]. ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 3927 - +
12345