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Transverse Isotropic Criterion Based on Generalized Nonlinear Strength
Publisher: ASCE
Abstract: The geotechnical materials formed by natural deposition usually have transverse isotropic properties, and the transverse isotropic properties not only have a direct influence on the deformation of geotechnical materials ...
Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay
Publisher: ASCE
Abstract: Overconsolidated (OC) clay has a strong dilatancy property, which has a significant effect on ultimate strength and deformation. Compared with normal consolidated (NC) clay, OC clay tends to show a higher strength–stress ...