Three-dimensional Stability Analysis of Considering Seepage Effect on Complex Loose Slope

被引：0
|
作者：
Wang, Sha [1 ]
Xie, Xuyang [1 ]
Mei, Guodong [1 ]
Lu, Xinqi [1 ]
Li, Kun [1 ]
Wang, Yali [1 ]
机构：
[1] BGRIMM Technol Grp, Beijing, Peoples R China
来源：
2020 6TH INTERNATIONAL CONFERENCE ON ENERGY MATERIALS AND ENVIRONMENT ENGINEERING | 2020年 / 508卷
基金：
国家重点研发计划;
关键词：
D O I：
10.1088/1755-1315/508/1/012103
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
in order to analyze the influence of seepage on the stability of loose accumulation slope, this paper establishes a three-dimensional slope stress calculation model based on practical engineering cases, carries out the seepage stress coupling analysis, designs three analysis conditions, and studies the influence of seepage and tailings pressure on the stability of slope. The results show that the tailings pressure will strengthen the safety factor of slope stability, but the seepage will reduce the safety factor of slope stability. The influence degree of seepage on slope stability is revealed, which provides a reference for the design of loose slope.
引用
收藏
页数：4
相关论文
共 50 条
  • [31] Three-dimensional slope stability analysis based on three-dimensional residual thrust method and principle of optimality
    Department of Architectural Engineering, North China University of Technology, Beijing 100041, China
    不详
    不详
    Beijing Keji Daxue Xuebao, 2007, 12 (1182-1185):
  • [32] Three-dimensional stability of excavation face of water rich shield tunnel considering seepage effect and nonlinear failure criterion
    Zhong J.
    Gong C.
    Xiong J.
    Liao H.
    Liao L.
    Zhang W.
    Chang P.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2023, 54 (03): : 1033 - 1043
  • [33] Stability and Reinforcement of Subgrade Slope of Weathered Rock Considering the Effect of Seepage
    Wang Fenggang
    Zhang Feng
    Ling Xianzhang
    Li Yan
    SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 1472 - 1476
  • [34] Effects of geometries on three-dimensional slope stability
    Zhang, Yingbin
    Chen, Guangqi
    Zheng, Lu
    Li, Yange
    Zhuang, Xiaoying
    CANADIAN GEOTECHNICAL JOURNAL, 2013, 50 (03) : 233 - 249
  • [35] A three-dimensional slope stability problem in clay
    Silvestri, V
    CANADIAN GEOTECHNICAL JOURNAL, 2006, 43 (02) : 224 - 228
  • [36] Seepage and stability analysis of fractured soil slope considering permeability anisotropy
    Zhang, Chunli
    Qin, Mengdi
    Hong, Long
    Qi, Yunfei
    SCIENTIFIC REPORTS, 2025, 15 (01):
  • [37] THREE-DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON NONLINEAR FAILURE ENVELOPE
    Yamagami Takuo
    Baker Rafael
    岩石力学与工程学报, 2003, (06) : 1017 - 1023
  • [38] Appraisal and analysis of three-dimensional slope stability based on elastoplastic FEM
    Fang Jian-rui
    Xu Zhi-xiong
    Zhuang Xiao-ying
    ROCK AND SOIL MECHANICS, 2008, 29 (10) : 2667 - 2672
  • [39] Analysis of pseudo-static seismic stability for three-dimensional slope
    Hu, Cheng
    Lu, Kunlin
    Zhu, Dayong
    Xu, Qiang
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (SUPPL. 1): : 2904 - 2912
  • [40] Three-dimensional rock slope stability analysis of the Longjiang River Bridge
    Zeng, Yunchuan
    2013 FIFTH INTERNATIONAL CONFERENCE ON MEASURING TECHNOLOGY AND MECHATRONICS AUTOMATION (ICMTMA 2013), 2013, : 1260 - 1263
12345