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- W2334128354 abstract "The safety factors of the current design codes relating to soil structures don't always provide absolute and objective indices. In order to investigate the cause of this limitation, tilting failure tests of sandy soil model slopes and Bishop's simplified method were performed under three confining conditions at the toe of the slope. We introduced new strength parameters, cγ and φγ, which are functions of shear strain γ. The limit equilibrium analysis using the values of cγ and φγ corresponding to shear strains distributed in the shear band can explain well the actual failure mechanism of a model slope in every case of the three confining conditions. These results strongly suggest that the limitation of the safety factors stated in the first sentence might result from such an over-simplified failure mechanism as a priori introduction of a slip surface, which means a simultaneous failure all over the slip surface." @default.
- W2334128354 created "2016-06-24" @default.
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- W2334128354 date "2006-05-11" @default.
- W2334128354 modified "2023-09-24" @default.
- W2334128354 title "Limit Equilibrium Analysis Considering Deformation of Shear Band in Model Slope" @default.
- W2334128354 doi "https://doi.org/10.1061/40863(195)5" @default.
- W2334128354 hasPublicationYear "2006" @default.
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