Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ANISOFT – Constitutive Model for Undrained Loading of Anisotropic and Strain-Softening Clay
An elastoplastic constitutive model is presented. The model is developed in order to study the effects of anisotropy and post-peak softening in problems of saturated clay subjected to monotonic undrained loading. The non-linear stress-strain relationship depends on the orientation of the major principal stress relative to the vertical. The model is demonstrated by simulation of an undrained simple shear deformation where the direction of the principal stresses rotates.
ANISOFT – Constitutive Model for Undrained Loading of Anisotropic and Strain-Softening Clay
An elastoplastic constitutive model is presented. The model is developed in order to study the effects of anisotropy and post-peak softening in problems of saturated clay subjected to monotonic undrained loading. The non-linear stress-strain relationship depends on the orientation of the major principal stress relative to the vertical. The model is demonstrated by simulation of an undrained simple shear deformation where the direction of the principal stresses rotates.
ANISOFT – Constitutive Model for Undrained Loading of Anisotropic and Strain-Softening Clay
Andresen, Lars (Autor:in) / Jostad, Hans Petter (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
Soil Constitutive Models ; 35-44
24.01.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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