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- W2000709778 abstract "The slope stability is an important problem for the slope building on the soft clay ground. At present, the vane shear strength is common used to calculate the factor of slope stability at short term. In fact, a lot of cases show that the vane shear strength underestimates the real shear strength of the sliding surface. Therefore, based on Mohr-Coulomb theory, and using the linear relation between the vane shear strength and the depth, a method of converting in-situ vane shear strength into undrained shear strength parameter is presented. Two shear strength parameters c and φ are from statistical regression analysis. The anisotropy, the lateral compression coefficient and the average consolidation degree of the soft clay are considered. The two shear strength parameters are used to calculate the short term safety factor of the slope stability. The safety factor is greater than 1.0 for steady slope." @default.
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- W2000709778 date "2012-05-01" @default.
- W2000709778 modified "2023-10-16" @default.
- W2000709778 title "Analysis of Shear Strength Parameters on Soft Clay Slope Stability at Short Term" @default.
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- W2000709778 doi "https://doi.org/10.4028/www.scientific.net/amm.170-173.1306" @default.
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