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Towards an Improved Anisotropic, Time-Dependent Model for Cohesive Soils
An improved micromechanical basis for modeling the anisotropic and time-dependent behavior of cohesive soils is discussed. Aspects of this basis are then used in conjunction with a modified version of a bounding surface model developed by Ling et al. to simulate the anisotropic, time-dependent behavior of cohesive soils. The simulative capabilities of this model are briefly assessed.
Towards an Improved Anisotropic, Time-Dependent Model for Cohesive Soils
An improved micromechanical basis for modeling the anisotropic and time-dependent behavior of cohesive soils is discussed. Aspects of this basis are then used in conjunction with a modified version of a bounding surface model developed by Ling et al. to simulate the anisotropic, time-dependent behavior of cohesive soils. The simulative capabilities of this model are briefly assessed.
Towards an Improved Anisotropic, Time-Dependent Model for Cohesive Soils
Kaliakin, Victor N. (Autor:in)
Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics ; 2005 ; Kyoto, Japan
Geomechanics II ; 219-242
28.08.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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