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Published in 2020 at "Geotechnical and Geological Engineering"
DOI: 10.1007/s10706-020-01244-2
Abstract: A conventional instability of rock slopes in layer rock strata is flexural toppling, which occurs due to bending stresses. The stability analysis of flexural toppling failure has been studied vastly. Firstly in this study, a…
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Keywords:
toppling failure;
stability analysis;
analysis flexural;
method ... See more keywords