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A platform for research: civil engineering, architecture and urbanism
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. (author)
Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics ; 2005 ; Kyoto, Japan
Geomechanics II ; 219-242
2006-08-28
Conference paper
Electronic Resource
English
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