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Stability analysis of block-flexural toppling of rock blocks with round edges

H. Sarfaraz

Volume 11, Issue 4 , October 2020, , Pages 1217-1229

https://doi.org/10.22044/jme.2020.10128.1951

Abstract
  One of the most conventional toppling instabilities is the block-flexural toppling failure that occurs in civil and mining engineering projects. In this kind of failure, some rock columns are broken due to tensile bending stresses, and the others are overturned due to their weights, and finally, all ...  Read More