Anisotropic visco-hypoplasticity

被引:57
作者
Niemunis, Andrzej [1 ]
Eduardo Grandas-Tavera, Carlos [1 ]
Felipe Prada-Sarmiento, Luis [1 ,2 ]
机构
[1] Univ Karlsruhe, Inst Soil Mech & Rock Mech, D-76131 Karlsruhe, Germany
[2] Univ Los Andes, Dept Civil Engn, Bogota, Colombia
关键词
Anisotropy; Clay; Implicit integration; Viscosity; MECHANICAL-BEHAVIOR; CONSTITUTIVE MODEL; CONSOLIDATED CLAY; SOILS; STIFFNESS; CREEP;
D O I
10.1007/s11440-009-0106-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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 Frechet 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.
引用
收藏
页码:293 / 314
页数:22
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