Improved Probabilistic Kinematic Analysis Procedure Based on Finite Size Discontinuities and Its Application to a Rock Slope at Open Pit Mine in U.S.-Reference-Cited by-同舟云学术

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

Published:2017-02 Issue:2 Volume:17 Page:04016052
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Jun¹,Kulatilake P. H. S. W.²,Shu Biao³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Professor and Director, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

3. Graduate Research Assistant, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Arizona, Tucson, AZ 85721.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000721

Reference43 articles.

1. DIPANALYST: A computer program for quantitative kinematic analysis of rock slope failures

2. Rock slope stability and distributed joint systems

3. Discontinuity controlled probabilistic slope failure risk maps of the Altindag (settlement) region in Turkey

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