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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2021-02-01
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Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775520301281 |