MODELING OF ROCK SLOPES AGAINST FLEXURAL TOPPLING FAILURE IN STATIC AND DYNAMIC CONDITIONS (PHYSICAL

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MODELING OF ROCK SLOPES AGAINST FLEXURAL TOPPLING FAILURE IN STATIC AND DYNAMIC CONDITIONS (PHYSICAL, NUMERICAL, AND ANALYTICAL METHODS)

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AMINI M.*, KHOSRAVI M.H., BAHARLO A

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Abstract: 

Flexural toppling is a mode of failure that may occur in a wide range of layered rock strata in both natural and excavated rock slopes. As illustrated in Figure 1, a typical flexural toppling can be occurring in a rock slope when columns of rock are separated by steeply dipping discontinuities and bended forward.

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