Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek

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Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek–Brown Criterion

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Nandi Shibsankar¹^ORCID,Ghosh Priyanka²^ORCID

Affiliation:

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

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

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7624

Reference58 articles.

1. A New Pseudo-dynamic Approach for Seismic Active Soil Thrust

2. Seismic Active Earth Pressure on Walls Using a New Pseudo-Dynamic Approach

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

4. Computational tools for the analysis of circular failure of rock slopes

5. A Comparative Study of Different Approaches for Factor of Safety Calculations by Shear Strength Reduction Technique for Non-linear Hoek–Brown Failure Criterion

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1. Management Solutions and Stabilization of a Pre-Existing Concealed Goaf Underneath an Open-Pit Slope;Applied Sciences;2024-08-05

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