A simplified methodology for the stability analysis of rock slopes with non-persistent discontinuity systems

被引：0
|
作者：
Castelli, M [1 ]
机构：
[1] Politecn Torino, Dept Struct & Geotech Engn, Turin, Italy
来源：
GEOECOLOGY AND COMPUTERS | 2000年
关键词：
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The article illustrates the possibility of using the principles of Linear Elastic Fracture Mechanics in the prediction of the stability of rock slopes through a simplified methodology of analysis that makes it possible to leave aside the knowledge of the actual position of the cracks in the rock mass and to reduce computation times. The proposed simplified methodology is described, applied to a number of simple slope configurations containing a discontinuity system and checked on the basis of complete propagation analyses conducted through a numerical method.
引用
收藏
页码：185 / 190
页数：6
相关论文
共 50 条
  • [1] Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity
    Shaunik, Divya
    Singh, Mahendra
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2020, 30 (05) : 669 - 674
  • [2] Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity
    Divya Shaunik
    Mahendra Singh
    International Journal of Mining Science and Technology, 2020, 30 (05) : 669 - 674
  • [3] Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures
    Zhang, Wen
    Wang, Jia
    Xu, Peihua
    Lou, Junqing
    Shan, Bo
    Wang, Fengyan
    Cao, Chen
    Chen, Xiaoxue
    Que, Jinsheng
    NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2020, 20 (11) : 2921 - 2935
  • [4] The effect of non-persistent joints on sliding direction of rock slopes
    Sarfarazi, Vahab
    Haeri, Hadi
    Khaloo, Alireza
    COMPUTERS AND CONCRETE, 2016, 17 (06): : 723 - 737
  • [5] Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures
    Zhang, Wen
    Lan, Zhiguang
    Ma, Zhifa
    Tan, Chun
    Que, Jinsheng
    Wang, Fengyan
    Cao, Chen
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 126 (126)
  • [6] Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method
    An, Xinmei
    Ning, Youjun
    Ma, Guowei
    He, Lei
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (07) : 679 - 701
  • [7] Shear strength of non-persistent rock joints
    Mughieda, OS
    Cording, EJ
    ROCK MECHANICS: A CHALLENGE FOR SOCIETY, 2001, : 265 - 269
  • [8] Rock mass strength with non-persistent joints
    Kim, B. H.
    Cai, A.
    Kaiser, P. K.
    ROCK MECHANICS: MEETING SOCIETY'S CHALLENGES AND DEMANDS, VOLS 1 AND 2: VOL: FUNDAMENTALS, NEW TECHNOLOGIES & NEW IDEAS; VOL 2: CASE HISTORIES, 2007, : 241 - 248
  • [9] A probabilistic systems methodology to analyze the importance of factors affecting the stability of rock slopes
    Naghadehi, Masoud Zare
    Jimenez, Rafael
    KhaloKakaie, Reza
    Jalali, Seyed-Mohammad Esmaeil
    ENGINEERING GEOLOGY, 2011, 118 (3-4) : 82 - 92
  • [10] Estimation of Elastic Moduli of Non-persistent Fractured Rock Masses
    J. P. Yang
    W. Z. Chen
    D. S. Yang
    H. M. Tian
    Rock Mechanics and Rock Engineering, 2016, 49 : 1977 - 1983
12345