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- W2364698776 abstract "In order to determine the occurrence of rock slope stability with wedge failure more accurately,the wedge-shaped body equilibrium condition by the force was analyzed by limit equilibrium theory,and the safety coefficient of wedge-shaped body was derived.Through the analysis of typical slope,the coefficient of stability was obtained.This method has good adaptability,easy computing,it can be popularized to engineering." @default.
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- W2364698776 date "2011-01-01" @default.
- W2364698776 modified "2023-09-22" @default.
- W2364698776 title "The stability analysis of wedge-shaped rock slope" @default.
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