| Authors | Hassan Sarfaraz,Mehdi Amini |
| Journal | Journal of Mininig and Environment |
| Page number | 1001-1011 |
| Serial number | 10 |
| Volume number | 4 |
| Paper Type | Full Paper |
| Published At | 2019 |
| Journal Grade | Scientific - research |
| Journal Type | Typographic |
| Journal Country | Iran, Islamic Republic Of |
| Journal Index | isc،Scopus |
| Keywords | Rock Slopes; Slide, Head, Toppling; Numerical Modeling; Finite Element Method |
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Abstract
In layered and blocky rock slopes, toppling failure is a common mode of instability that
may occur in mining engineering. If this type of slope failure occurs as a consequence of
another type of failure, it is referred to as the secondary toppling failure. “Slide-headtoppling”
is a type of secondary toppling failures, where the upper part of the slope is
toppled as a consequence of a semi-circular sliding failure at the toe of the slope. In this
research work, the slide-head-toppling failure is examined through a series of numerical
modeling. Phase 2, as a software written based on the finite element method, is used in
this work. Different types of slide-head-toppling failures including blocky, blockflexural,
and flexural are simulated. A good agreement can be observed when the results
of the numerical modeling are compared with those for the pre-existing physical
modeling and analytical method.
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