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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Journal: JOURNAL OF TRANSPORTATION RESEARCH Year:2014 | Volume:10 | Issue:4 Page(s): 377-390

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Information Journal Paper

Title

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

Author(s)

AMINI M. | KHOSRAVI M.H. | BAHARLO A. | Issue Writer Certificate

Keywords

ROCK SLOPEQ2

FLEXURAL TOPPLING FAILUREQ2

PHYSICAL MODELINGQ2

NUMERICAL MODELINGQ2

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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APA: Copy

AMINI, M., KHOSRAVI, M.H., & BAHARLO, A.. (2014). MODELING OF ROCK SLOPES AGAINST FLEXURAL TOPPLING FAILURE IN STATIC AND DYNAMIC CONDITIONS (PHYSICAL, NUMERICAL, AND ANALYTICAL METHODS). JOURNAL OF TRANSPORTATION RESEARCH, 10(4), 377-390. SID. https://sid.ir/paper/83962/en

Vancouver: Copy

AMINI M., KHOSRAVI M.H., BAHARLO A.. MODELING OF ROCK SLOPES AGAINST FLEXURAL TOPPLING FAILURE IN STATIC AND DYNAMIC CONDITIONS (PHYSICAL, NUMERICAL, AND ANALYTICAL METHODS). JOURNAL OF TRANSPORTATION RESEARCH[Internet]. 2014;10(4):377-390. Available from: https://sid.ir/paper/83962/en

IEEE: Copy

M. AMINI, M.H. KHOSRAVI, and A. BAHARLO, “MODELING OF ROCK SLOPES AGAINST FLEXURAL TOPPLING FAILURE IN STATIC AND DYNAMIC CONDITIONS (PHYSICAL, NUMERICAL, AND ANALYTICAL METHODS),” JOURNAL OF TRANSPORTATION RESEARCH, vol. 10, no. 4, pp. 377–390, 2014, [Online]. Available: https://sid.ir/paper/83962/en

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