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- W4297668667 abstract "The 1D-visco-hypoplastic model based on Hypothesis B was implemented within the framework of Terzaghi's consolidation theory to estimate time-dependent soil behavior. The model parameters are obtained from constant rate of strain tests. In this model, the creep was modified for a better prediction. The first loading relates to the strain rate. The over-consolidation ratio is taken into account in describing the yield surface. This method is verified by an isotropic compression test by Krieg (2005) and a well-recorded project by Soumaya (2005). The comparisons illustrate the good feasibility of this 1D-visco-hypoplastic model in geotechnical design." @default.
- W4297668667 created "2022-09-30" @default.
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- W4297668667 date "2022-09-09" @default.
- W4297668667 modified "2023-10-18" @default.
- W4297668667 title "A new method based on 1D visco-hypoplasticity constitutive model for predicting consolidation and creep" @default.
- W4297668667 doi "https://doi.org/10.1201/9781003310884-89" @default.
- W4297668667 hasPublicationYear "2022" @default.
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