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Volume 40 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(3): 71-76

Yao Yangping, Huang Guan. VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 71-76. doi: 10.13204/j.gyjz201003017

Citation:

Yao Yangping, Huang Guan. VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 71-76. doi: 10.13204/j.gyjz201003017

Yao Yangping, Huang Guan. VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 71-76. doi: 10.13204/j.gyjz201003017

Citation:

Yao Yangping, Huang Guan. VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 71-76. doi: 10.13204/j.gyjz201003017

VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING

doi: 10.13204/j.gyjz201003017

1.
Department of Civil Engineering,Beihang University,Beijing 100191,China

Received Date: 2009-10-28
Publish Date: 2010-03-20

Abstract

The influence of loading rate on stress-strain behaviors of rockfill under isotropic compression condition was analyzed. Based on the research achievements of particle crushing for rockfill,the time dependent constitutive relationship was generalized from isotropic to shearing condition,and a constitutive model considering particle crushing and time-effect was proposed further. The comparison of predicted and tested results indicate that the proposed model can not only consider the influence of particle crushing and time-effect on deformation while loading reasonably,but also describe well the deformation with time increasing during holding the load.
- rockfill,
- particle crushing,
- loading rate,
- time-effect,
- constitutive model

References

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