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Improved Probabilistic Kinematic Analysis Procedure Based on Finite Size Discontinuities and Its Application to a Rock Slope at Open Pit Mine in U.S.

Author(s): (Assistant Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.)
(Professor and Director, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).)
(Graduate Research Assistant, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Arizona, Tucson, AZ 85721.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 17
Page(s): 04016052
DOI: 10.1061/(asce)gm.1943-5622.0000721
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0000721.
  • About this
    data sheet
  • Reference-ID
    10605400
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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