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- W2067177356 abstract "An experimentally-based two yield surface constitutive model for cemented quick clay has been developed at NTNU, Norway, to reproduce the mechanical behavior of the stabilized quick clay in the triaxial p’-q stress space. The model takes into account the actual mechanical properties of the stabilized material, such as “attraction”, friction angle and destructuration. A further attempt has been made to extend the formulation into the full stress space, based on the Hardening Soil Model, the SClay Model, the Koiter Rule and two Mapping Rules. A generalized 3D-constitutive model for stabilized quick clay has been formulated. This paper discusses the formulation process and presents the resulting generalized model.Keywords: Constitutive model, Quick clay, Destructuration, Hardening rule, Yield surface" @default.
- W2067177356 created "2016-06-24" @default.
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- W2067177356 date "2013-07-12" @default.
- W2067177356 modified "2023-10-01" @default.
- W2067177356 title "Generalized Constitutive Model for Stabilized Quick Clay" @default.
- W2067177356 doi "https://doi.org/10.4314/gjer.v11i2.1" @default.
- W2067177356 hasPublicationYear "2013" @default.
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