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- W2373960972 abstract "On the basis of the former study on anisotropy of fine-grained soil,an elastoplastic model applicable for coarse-grained soil was proposed.The improved yield surface of this model is a rotational ellipse.Two hardening parameters which consider the plastic volumetric strain coupling to plastic shear strain are adopted in this model,that is,the hardening parameter kp,which is related to the size of the yield surface of model,and the rotation hardening parameter α.The presented model can reflect the dilatancy of coarse grained soil in the initial and the subsequent anisotropy state preferably.K0 consolidated drained and K0 consolidated undrained tests are carried out by making use of a gravel soil that is taken from ShuanJiangKou earth dam,and the model is validated by comparing the predicted results with the test data.As it turned out,the model can rationally predict the stress-strain behaviour of coarse-grained soil." @default.
- W2373960972 created "2016-06-24" @default.
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- W2373960972 date "2012-01-01" @default.
- W2373960972 modified "2023-09-25" @default.
- W2373960972 title "An elastoplastic model for granular soil considering initial anisotropy" @default.
- W2373960972 hasPublicationYear "2012" @default.
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