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RISSimulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State
Publisher: American Society of Civil Engineers
Abstract: In this paper, a modified/extended rotational hardening (RH) rule is applied to the nonassociated simple anisotropic constitutive model, SANICLAY-D, for clayey soils. In the proposed model, the destructuration mechanism, ...
Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure
Publisher: ASCE
Abstract: The design and maintenance of embankments is still a challenge in practical geotechnical engineering because of some features of soft sensitive soil behavior that are not considered in conventional methods. These features ...