Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches
Author:
Funder
Ministry of Economy and Competitiveness
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference31 articles.
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1. A Method for Evaluating the Maximum Bending Degree of Flexural Toppling Rock Masses Based on the Rock Tensile Strain-Softening Model;Journal of Earth Science;2024-08
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3. Toppling stability of partially buried blocks in granite residual soil slope under extremely heavy rainfall condition;Engineering Geology;2024-05
4. Investigating the toppling failure of anti-dip rock slopes containing non-persistent cross-joints via a strength-based fracture method;Engineering Geology;2024-05
5. Analytical and experimental studies on toppling behavior of blocks misaligned with the slope face;Bulletin of Engineering Geology and the Environment;2024-04
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