An improved vector method for simultaneous analysis of removability and kinematics in block theory

被引:0
作者
Chen, Qin [1 ]
Zhu, Qing-yang [2 ]
Chen, Jun-lin [1 ]
Li, Hai-bo [1 ]
Yang, Xing-guo [2 ]
Zhou, Jia-wen [1 ]
机构
[1] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
[2] Sichuan Univ, Coll Water Resource & Hydropower, Chengdu 610065, Peoples R China
基金
中国国家自然科学基金;
关键词
Block theory; Improved vector method; Removability; Kinematics; Computational efficiency; Block progressive failure analysis; STABILITY ANALYSIS;
D O I
10.1016/j.enggeo.2024.107784
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Block theory is an important and commonly used method for addressing stability problems in rock engineering, and it is very meaningful to simplify its analysis procedure and improve its computational efficiency. In this paper, an improved vector method capable of simultaneously analyzing block removability and kinematics that works well for both convex and concave blocks is proposed. This improved approach is based on rigorously proven theorems. Compared to the original vector method in block theory, it is simpler and more efficient because it skips the removability analysis and simplifies some of the judgment conditions in kinematic analysis. With the results of kinematic analysis, the improved vector method can also determine the removability of the block. The validity of the improved vector method is verified by analyzing a series of individual convex or concave blocks with different removability and failure modes. Finally, the improved vector method is applied to the block progressive failure analysis of an engineering slope, which again validates the effectiveness of the improved vector method. The advantages of the improved vector method are highlighted through a comparison with existing methods, especially its high computational efficiency, ease of understanding and implementation.
引用
收藏
页数:22
相关论文
共 35 条
  • [1] Discontinuous rock slope stability analysis by limit equilibrium approaches - a review
    Azarafza, Mohammad
    Akgun, Haluk
    Ghazifard, Akbar
    Asghari-Kaljahi, Ebrahim
    Rahnamarad, Jafar
    Derakhshani, Reza
    [J]. INTERNATIONAL JOURNAL OF DIGITAL EARTH, 2021, 14 (12) : 1918 - 1941
  • [2] Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method
    Azarafza, Mohammad
    Asghari-Kaljahi, Ebrahim
    Akgun, Haluk
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (03) : 989 - 1007
  • [3] The probabilistic key-group method
    Bafghi, ARY
    Verdel, T
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28 (09) : 899 - 917
  • [4] A new rock slicing method based on linear programming
    Boon, C. W.
    Houlsby, G. T.
    Utili, S.
    [J]. COMPUTERS AND GEOTECHNICS, 2015, 65 : 12 - 29
  • [5] A General Block Stability Analysis Algorithm for Arbitrary Block Shapes
    Cheng, Xiao Long
    Liu, Lu Peng
    Xiao, Jun
    Zhang, Qi Hua
    Xue, Jian
    Wang, Ying
    [J]. FRONTIERS IN EARTH SCIENCE, 2021, 9
  • [6] Stochastic analysis of progressive failure of fractured rock masses containing non-persistent joint sets using key block analysis
    Fu, G. Y.
    Ma, G. W.
    Qu, X. L.
    Huang, D.
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 51 : 258 - 269
  • [7] Extended key block analysis for support design of blocky rock mass
    Fu, G. Y.
    Ma, G. W.
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 41 : 1 - 13
  • [8] Goodman R.E., 1985, Block Theory and its Application to Rock Engineering
  • [9] Block theory and its application
    Goodman, RE
    [J]. GEOTECHNIQUE, 1995, 45 (03): : 383 - 422
  • [10] Hatzor Y., 1992, Validation of block theory using field case histories