ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER

Yao Yangping; Wan Zheng; Feng Xing

doi:10.13204/j.gyjz200808003

Volume 38 Issue 8

Dec. 2014

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Yao Yangping, Wan Zheng, Feng Xing. ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 10-13,20. doi: 10.13204/j.gyjz200808003

Citation:

Yao Yangping, Wan Zheng, Feng Xing. ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 10-13,20. doi: 10.13204/j.gyjz200808003

Yao Yangping, Wan Zheng, Feng Xing. ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 10-13,20. doi: 10.13204/j.gyjz200808003

Citation:

Yao Yangping, Wan Zheng, Feng Xing. ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 10-13,20. doi: 10.13204/j.gyjz200808003

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ROTATIONAL HARDENING MODEL BASED ON UNIFIED HARDENING PARAMETER

doi: 10.13204/j.gyjz200808003

1.
Department of Civil Engineering,Beihang University Beijing 100191

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

Abstract

Abstract

A mixed strain hardening constitutive model,which can describe the induced anisotropy of soils,is proposed combining the rotational hardening mechanism with the unified hardening model.The drained stress path for clay and the undrained stress path for sand are predicted using the proposed model.It is indicated that the proposed model can describe both the stress-strain relationship of clay and the stress-strain relationship of the saturated sand under various cyclic loading conditions well.
- unified hardening model,
- over-consolidated clay,
- rotational hardening

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References

[2] Hashiguchi K,Chen Z P.Elastoplastie Constitutive Equations of Soils with Subloading Surface and Rotational Hardening.Int.J.Numer.Anal.Meth.Geomech.,1998,22:917-227

Dafalias Y F.Bounding Surface Plasticity Ⅰ:Mathematical Formulation and Hypoplasticity.Journal of Engineering Mechanics,ASCE,1986,112(9):966-985

[3] 姚仰平,侯伟.周安楠.基于伏斯列夫面的超固结土模型.中国科学(E辑).2007,37(11):1 417-1 429

[4] 姚仰平,侯伟.K0超固结土的统一硬化模型.岩土工程学报,2008,30(3):316-322

[5] Yao Y P,Luo T,Sun D A,et al.A Simple 3-D Constitutive Model for Both Clay and Sand.China Journal of Geotechnical Engineering,2002,24(2):240-246

[6] Asaoka A.Consolidation of Clay and Compaction of Sand-An Elastoplastic Description//12th Asian Regional Conference on Soil Mechanics and Geotechnieal Engineering.Bejing:World Scientific Publishing Company,2004:1 157-1 195

[7] Yao Y P,Li Z Q,Hou W,et al.Overeonsolidatod Clay Model Based on Modified Hvorslev Envelope//The 3rd Sino-Japan Geotechnical Symposium.Beijng:China Communications Press,2007:698-705

[8] Matsuoka H,Yao Y P,Sun D A.The Cam-Clay models revised by the SMP Criterion.Soils and Foundations,1999,39(1):81-95

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