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- W2183302139 abstract "The response of sand to static loading is complex due to its nonlinear stress-strain and pore pressure generation behaviour, necessitating modeling sand as a two phase system. In the present study a new pseudo coupled constitutive model based on the endochronic theory is developed. The endochronic model is based on the observation of the state of stress in the neighborhood of a point in a plastic material and depends on the set of all previous states of deformation of that neighborhood. The rapidity of deformation states is achieved by introducing a time scale ξ. The pore pressure generation is related to the drained volumetric response to capture the undrained response under static loading. The model is incorporated into a finite difference code FLAC 3D to perform drained and undrained static triaxial tests on sand. The developed constitutive law is validated with the published experimental triaxial responses of sand." @default.
- W2183302139 created "2016-06-24" @default.
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- W2183302139 date "2010-01-01" @default.
- W2183302139 modified "2023-09-27" @default.
- W2183302139 title "Endochronic Modelling of Static Triaxial Response of Sand" @default.
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