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Anisotropic visco-hypoplasticity
Authors:Andrzej Niemunis  Carlos Eduardo Grandas-Tavera  Luis Felipe Prada-Sarmiento
Institution:1. Institute of Soil Mechanics and Rock Mechanics, University of Karlsruhe, Engler-Bunte-Ring 14, 76131, Karlsruhe, Germany
2. Department of Civil Engineering, University of Los Andes, Carrera 1. Este # 19 A-40, Edificio Mario Laserna, Piso 6. Bogotá, Colombia
Abstract:Apart from time-driven creep or relaxation, most viscoplastic models (without plastic and viscous strain separation) generate no or a very limited accumulation of strain or stress due to cyclic loading. Such pseudo-relaxation (or pseudo-creep) is either absent or dwindles too fast with increasing OCR. For example, the accumulation of the pore water pressure and eventual liquefaction due to cyclic loading cannot be adequately reproduced. The proposed combination of a viscous model and a hypoplastic model can circumvent this problem. The novel visco-hypoplasticity model presented in the paper is based on an anisotropic preconsolidation surface. It can distinguish between the undrained strength upon triaxial vertical loading and horizontal loading. The strain-induced anisotropy is described using a second-order structure tensor. The implicit time integration with the consistent Jacobian matrix is presented. For the tensorial manipulation including numerous Fréchet derivatives, a special package has been developed within the algebra program MATHEMATICA (registered trade mark of Wolfram Research Inc.). The results can be conveniently coded using a special FORTRAN 90 module for tensorial operations. Simulations of element tests from biaxial apparatus and FE calculations are also shown.
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