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- W2953574925 abstract "This work analyses the ability of the Singh-Mitchell and Taylor creep laws associated with a Modified Cam Clay model to predict the creep behaviour of a soft soil subjected to preloading. Firstly, the creep laws and constitutive model are validated by the results of CIU triaxial tests, creep oedometer tests and multi-stage triaxial tests, carried out in order to reproduce the effect of the preloading. After that, the creep laws/model are used to predict the long-term behaviour of an embankment built on soft soils subjected to preloading. The numerical predictions incorporating the creep phenomenon show a constant rate of increase in the settlement and the horizontal displacements, with a constant relationship between the settlement and the horizontal displacements." @default.
- W2953574925 created "2019-07-12" @default.
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- W2953574925 date "2019-10-01" @default.
- W2953574925 modified "2023-10-01" @default.
- W2953574925 title "Numerical prediction of the creep behaviour of an embankment built on soft soils subjected to preloading" @default.
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- W2953574925 doi "https://doi.org/10.1016/j.compgeo.2019.103140" @default.
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