Researches on general stability for dump slope based on three-dimensional geologic model

被引：0
|
作者：
Li, Yue [1 ,2 ]
Yang, Yong-Sheng [1 ,2 ]
Mao, Quan-Sheng [1 ,2 ]
Tang, Kai [1 ]
机构：
[1] Institute of Geotechnical Engineering, Sinosteel Maanshan Institute of Mining Research, Maanshan, Anhui 243000, China
[2] State Key Laboratory of Safety and Health for Metal Mine, Sinosteel Maanshan Institute of Mining Research, Maanshan, Anhui 243000, China
来源：
Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / SUPPL1期
关键词：
17;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：533 / 539
相关论文
共 50 条
  • [1] Researches on general stability for dump slope based on three-dimensional geologic model
    Li Yue
    Yang Yong-sheng
    Mao Quan-sheng
    Tang Kai
    ROCK AND SOIL MECHANICS, 2013, 34 : 533 - 539
  • [2] A three-dimensional, GIS-based model of historical groundwaterand slope stability
    Schmidt, J
    GEODYNAMICS-BOOK, 2005, : 169 - 184
  • [3] Three-dimensional slope stability model of the Turaida castle mound
    Kukemilks, Karlis
    Vilnitis, Martins
    ESTONIAN JOURNAL OF EARTH SCIENCES, 2021, 70 (04) : 185 - 195
  • [4] 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):
  • [5] 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
  • [6] Three-dimensional boundary effect of slope stability
    Zhongda Survey and Design Institute of Hunan, Central South University, Changsha
    410075, China
    不详
    410083, China
    不详
    410083, China
    Zhongnan Daxue Xuebao (Ziran Kexue Ban), 11 (4262-4266):
  • [7] A three-dimensional analysis method for slope stability
    Feng, SR
    Feng, DX
    Ge, XR
    Gu, XR
    COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 3, 1997, : 1749 - 1754
  • [8] A three-dimensional slope stability problem in clay
    Silvestri, V
    CANADIAN GEOTECHNICAL JOURNAL, 2006, 43 (02) : 224 - 228
  • [9] 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
  • [10] Three-dimensional slope stability analysis methods based on GIS technology
    Pan, Xiaodong
    Yang, Lihong
    Zhang, Shengye
    Pu, Wei
    Sun, Ming
    ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 2356 - 2360
12345