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- W2381030978 abstract "The concept of coefficient of slice stability is proposed for the limitation of the definition of factor of safety in traditional slice method.Some effect factors are analysed to the height of thrust line,an assumption is advanced that the stability coefficient of inter-slice forces is equal to the same value λ,and the eccentric moment of slice weight should be considered in the analysis;the four variables equations are established based on the balance of forces and moment and the assumption of inter-slice forces;then the stability coefficient of every slice and its distribution along the slip surface can be obtained.According to the distribution of slice stability coefficient along the slip surface the slip mass can be divided into main slide sector and trailed sector and anti-slide sector;and then the sliding model of the slope can be judged;the factor of safety of the slope stability is also defined by the ratio of the sum of anti-sliding force to the sum of sliding force on the slip surface.Two examples are analysed by the traditional slice method and the slice-stability method;the result shows that the slice-stability method is more reliable." @default.
- W2381030978 created "2016-06-24" @default.
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- W2381030978 date "2009-01-01" @default.
- W2381030978 modified "2023-09-28" @default.
- W2381030978 title "A slice-stability method for stability analysis of slopes" @default.
- W2381030978 hasPublicationYear "2009" @default.
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