Block toppling stability in the case of rock blocks with rounded edges
Author:
Funder
Spanish Ministry of the Economy, Industry and Competitiveness
ERDF
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference37 articles.
1. Application of the ‘shear and tensile strength reduction technique’ to obtain factors of safety of toppling and footwall rock slopes;Alejano,2005
2. Analysis of a complex toppling-circular slope failure;Alejano;Eng. Geol.,2010
3. Comparison of limit-equilibrium, numerical and physical models of wall slope stability;Alejano;Int. J. Rock Mech. Min.,2011
4. Comparison of different techniques of tilt testing and basic friction angle variability assessment;Alejano;Rock Mech. Rock. Eng.,2012
5. Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches;Alejano;Eng. Geol.,2015
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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
2. A stability evaluation method for deep-seated toppling in the upper Lancang river, Southwestern China;Journal of Rock Mechanics and Geotechnical Engineering;2024-07
3. Study on deformation characteristics of toppling failure of anti-dip rock slopes under different soft and hard rock conditions;Frontiers in Earth Science;2024-06-19
4. Weight Analysis of Impact Factors of Interbedded Anti-Inclined Slopes Block-Flexure Toppling Based on Support Vector Regression;Journal of Earth Science;2024-04
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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