A two-dimensional limit equilibrium computer code for analysis of complex toppling slope failures

Evaluation of blocky or layered rock slopes against toppling failures has remained of great concern for engineers in various rock mechanics projects. Several step-by-step analytical solutions have been developed for analyzing these types of slope failures. However, manual application of these analyt...

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Bibliographic Details
Main Authors: Akbar Ardestani, Mehdi Amini, Kamran Esmaeili
Format: Article
Language:English
Published: Elsevier 2021-02-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775520301281