ASYMPTOTIC STATE MODELLING FOR <em>K</em><sub>0</sub> CONSOLIDATED CLAY

Luo Ting; Guo Min

doi:10.13204/j.gyjz201109007

Volume 41 Issue 9

Dec. 2014

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Luo Ting, Guo Min. ASYMPTOTIC STATE MODELLING FOR K0 CONSOLIDATED CLAY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 35-37,112. doi: 10.13204/j.gyjz201109007

Citation:

Luo Ting, Guo Min. ASYMPTOTIC STATE MODELLING FOR K₀ CONSOLIDATED CLAY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 35-37,112. doi: 10.13204/j.gyjz201109007

Luo Ting, Guo Min. ASYMPTOTIC STATE MODELLING FOR K0 CONSOLIDATED CLAY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 35-37,112. doi: 10.13204/j.gyjz201109007

Citation:

Luo Ting, Guo Min. ASYMPTOTIC STATE MODELLING FOR K₀ CONSOLIDATED CLAY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 35-37,112. doi: 10.13204/j.gyjz201109007

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ASYMPTOTIC STATE MODELLING FOR K₀ CONSOLIDATED CLAY

doi: 10.13204/j.gyjz201109007

Luo Ting,
Guo Min

1.
School of Transportation Science and Engineering,Beihang University,Beijing 100191,China

Received Date: 2011-06-06
Publish Date: 2011-09-20

Abstract

Abstract

Asymptotic State(AS) model for normally consolidated clay was extended to asymptotic state model for K0 consolidated clays. The formulation of partially coupled parameter was deduced under triaxial compression condition.A function of partially coupled parameter associated with Lodes angle was proposed. Modified Cam-clay (MCC) model and AS model for K0 consolidated clay were applied to predict stress-strain relationship under triaxial compression and extension conditions. The comparison between predicted results showed that AS model for K0 consolidated clay was more reasonable in describing constitutive relations.
- asymptotic state,
- K0 consolidation,
- partially coupled parameter,
- constitutive relation

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References(6)

References

罗汀,姚仰平,Jian Chu.饱和砂土渐近状态特征及其模拟[J].中国科学: E 辑,2009,39(1):39-47.

[2] Yao Y P,Sun D A,Luo T.A Critical State Model for Sands Dependent on Stress and Density[J].International Journal for Numeral and Analytical Methods in Geomechanics, 2004, 28(1):323-337.

[3] Yao Y P,Sun D A,Matsuoka H.A Unified Constitutive Model for Both Clay and Sand with Hardening Parameter Independent on Stress Path[J].Computers and Geotechnics,2008,35 (2):210-222.

[4] Ling H I,Asce A M,Yue D Y,et al.Anisotropic Elastoplastic Bounding Surface Model for Cohesive Soils [J].Journal of Engineering Mechanics,2002(6):748-758.

[5] Yin Z Y, Chang C S.Microstructural Modelling of Stress-Dependent Behaviour of Clay[J].International Journal of Solids and Structures,2009,46: 1373-1388.

[6] Anandarajah A,Asce A M,Yannis F.Bounding Surface Plasticity Ⅲ: Application to Anisotropic Cohesive Soils [J].Journal of Engineering Mechanics,1986,112(12):1292-1315.

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