COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp

Gao Zhiwei; Yao Yangping

doi:10.13204/j.gyjz200808007

Volume 38 Issue 8

Dec. 2014

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Gao Zhiwei, Yao Yangping. COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 25-27,113. doi: 10.13204/j.gyjz200808007

Citation:

Gao Zhiwei, Yao Yangping. COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 25-27,113. doi: 10.13204/j.gyjz200808007

Gao Zhiwei, Yao Yangping. COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 25-27,113. doi: 10.13204/j.gyjz200808007

Citation:

Gao Zhiwei, Yao Yangping. COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 25-27,113. doi: 10.13204/j.gyjz200808007

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COMPARISON BETWEEN THE UH MODEL BASED ON THE LINEAR RELATIONS OF lnv-lnp AND v-lnp

doi: 10.13204/j.gyjz200808007

1.
Department of Civil Engineering,Beihang University Beijing 100191

Received Date: 2008-04-30
Publish Date: 2008-08-20

Abstract

Abstract

The original unified hardening model(UH model) is established based on the linear relation of v-lnp under isotropic consolidation.As the linear relation of v-lnp has some theoretical shortcomings,a modified UH model is deduced based on the linear relation of lnv-lnp proposed by Hashiguchi et al,which is proved to be more reasonable for soils.The predicted results of the two models are compared.They are very similar.The disadvantages of the original model cause little error under common conditions only.
- unified hardening model,
- lnv-lnp relation,
- transformed stress tensor

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References(5)

References

[2] Yao Y P,Sun D A,Matsuoka H.A Unified Constitutive Model for Both Clay and Sand with Hardening Parameter Independent on Stress Path.Computers and Geotechnics,2007

Yao Y P,Lao T,Sun D A,et al.A Simple 3-D Constitutive Model for Both Clay and Sand.岩土工程学报,2002,24-(2):240-246

[3] Hashiguchi K.On the Linear Relations of v-lnp and lnv-lnp for Isotropie Consolidation of Soils.Int.J.Numer.Analyt.Methods Geomechanics,1995,19:367-376

[4] 路德春,罗汀,姚仰平.砂土应力路径本构模型的试验验证.岩土力学,2005,26(5):717-722

[5] Yin J H,Zhu J G.Measured and Predicted Time-Dependent Stress-Strain Behavior of Hong Kong Marine Deposits.Canadian Geotechnical Journal,1999,36:760-766

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