EXPLORATION ON PARAMETERS VALUE RANGE AND DETERMINATION METHOD OF VOLUME DEFORMATION CURVE OF UNSATURATED SOILS

Chen Yong; Wang Shimei

doi:10.13204/j.gyjz200911016

Volume 39 Issue 11

Dec. 2014

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Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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Chen Yong, Wang Shimei. EXPLORATION ON PARAMETERS VALUE RANGE AND DETERMINATION METHOD OF VOLUME DEFORMATION CURVE OF UNSATURATED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 68-70. doi: 10.13204/j.gyjz200911016

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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EXPLORATION ON PARAMETERS VALUE RANGE AND DETERMINATION METHOD OF VOLUME DEFORMATION CURVE OF UNSATURATED SOILS

doi: 10.13204/j.gyjz200911016

1.
Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,China Three Gorges University,Yichang 443002,China

Received Date: 2009-03-20
Publish Date: 2009-11-20

Abstract

Abstract

In order to explore the parameters value range and their determination methods of volume deformation curve of unsaturated soils,the Barcelona model and Wheeler model of unsaturated soils are taken as the research objects,and the different variation law and value range of volume deformation curve are studies by theoretical analysis and formula derivation.Then based on the experiment data of previous report,the above mentioned theories are used to determine the value of volume deformation curve parameter and provide some evidence for parameter assumptions and analogies in numerical simulation.
- unsaturated soils,
- Barcelona model,
- Wheeler model,
- volume deformation curve

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References(7)

References

[2] Wheeler S J,Sivakumer V.An Elasto-Plastic Critical State Frameworkfor Unsaturated Soil[J].Geotechnique,1995,45(1):35-53.

Alonso E E,Gens A,Josa A.Constitutive Model for PartiallySaturated Soil[J].Geotechnique,1990,40(3):405-430.

[3] Emie Jose Macari,Laureano Rene Hoyosb,Pedro Arduinoc.Constitutive Modeling of Un-Saturated Soil Behavior UnderAxisymmetric Stress States Using A Stress/Suction-Controlled CubicalTest Cell[J].International Journal of Plasticity,2003,19:1481-1515.

[4] Vaunat J,Cante J C,Ledesma A,et al.A Stress Point Algorithm foran Elastoplastic Model in Unsaturated Soils[J].International Journal ofPlasticity,2000,16:121-141.

[5] 李锡夔,范益群.非饱和土变形及渗流过程的有限元分析[J].岩土工程学报,1998,20(4):20-24.

[6] 杨庚宇.非饱和土弹塑性模型及其有限元法[J].中国矿业大学学报,1998,27(3):221-223.

[7] 陈勇,刘德富,王世梅.非饱和土弹塑性模型参数的试验确定及有限元法[J].岩土力学,2009,30(2):542-546.

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