Strain Localization of Sand Based on a State-Dependent Critical State Model

2011 ◽  
Vol 261-263 ◽  
pp. 1365-1369
Author(s):  
Ping Hu ◽  
Mao Song Huang ◽  
Shao Kun Ma ◽  
Hui Lai Qin

A state-dependent critical state model is employed to analyze strain localization of sand in this paper. The sand model is developed based on the concept of the state-dependent critical state for sands, and an analysis of strain localization is performed on the drained plane strain tests of Hostun sand. The results show that the state-dependent critical state model is capable of simulating the effect of initial state on strain localization compatibly.

2014 ◽  
Vol 525 ◽  
pp. 552-555
Author(s):  
Ping Hu ◽  
Mao Song Huang ◽  
Deng Gao Wu

Aiming at the limitation of traditional constitutive theories which can not explain the decrease of inclination angle of shear bands correctly when confining pressure increases, a state-dependent critical state model is employed to analyze strain localization of Hostun sands. Firstly, the critical state formulation and model parameters are calibrated through available drained triaxial test results of Hostun sand. Then an analysis of strain localization is performed on the drained plane strain tests. The results show that the state-dependent critical state model is capable of simulating the effect of initial effective confining pressure on inclination angle of shear bands.


2016 ◽  
Vol 75 ◽  
pp. 1-11 ◽  
Author(s):  
J. Shen ◽  
C.F. Chiu ◽  
C.W.W. Ng ◽  
G.H. Lei ◽  
J. Xu

1988 ◽  
Vol 49 (C8) ◽  
pp. C8-2231-C8-2232
Author(s):  
A. M. Portis ◽  
M. Stalder ◽  
G. Stefanicki ◽  
F. Waldner ◽  
M. Warden

1993 ◽  
Vol 206 (3-4) ◽  
pp. 195-201 ◽  
Author(s):  
L.M. Fisher ◽  
N.V. Il'in ◽  
I.F. Voloshin ◽  
N.M. Makarov ◽  
V.A. Yampol'skii ◽  
...  

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