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- W2040671479 abstract "Localisation has been modelled numerically in the plane strain elemental test using two different frictional constitutive models. It is demonstrated that for this simple problem the use of Mohr-Coulomb analysis is adequate to model the formation of shear planes in drained soils. However these results are not the same as those obtained using the Monot double-hardening model. When analysing an undrained soil only the double-hardening model was investigated. It is demonstrated that the dilatancy or contractancy of the soil model has a very strong influence on the resulting deformation pattern. In particular, it was found that localisation did not occur for the dilatant soil unless a cavitation limit was applied, even when a strain-softening dilatant soil model was implemented." @default.
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- W2040671479 date "1990-01-01" @default.
- W2040671479 modified "2023-10-18" @default.
- W2040671479 title "Localisation in the presence of excess porewater pressure" @default.
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- W2040671479 doi "https://doi.org/10.1016/0266-352x(90)90031-p" @default.
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