Evolution of Limiting Slope Face in Rock Mass Using the Stress Characteristics Method-Reference-Cited by-同舟云学术

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Evolution of Limiting Slope Face in Rock Mass Using the Stress Characteristics Method

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nandi Shibsankar¹^ORCID,Ghosh Priyanka²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208 016, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208 016, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9556

Reference66 articles.

1. Azocar, K., and J. Hazzard. 2015. “The influence of curvature on the stability of rock slopes.” In Proc., 13th Int. Society for Rock Mechanics Int. Congress of Rock Mechanics. Lisbon, Portugal: International Society for Rock Mechanics and Rock Engineering (ISRM).

2. A Second Look at Taylor’s Stability Chart

3. Rock Slide Simulation with the Combined Finite-Discrete Element Method

4. Revisiting rock classification to estimate rock mass properties

5. A general treatment of plastic anisotropy under conditions of plane strain

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