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Destructuration Constitutive Model For Soft Clay

Yu, Xiao-Jun / Qi, Zhi-Hong

Abstract Considering the test results, a developed destructuration, is presented, and results from undrained triaxial shear tests show that the model can well describe the stress-strain characteristics. In this model, the stress-induced anisotropy of soft soil is taken into account. Meanwhile, electrical resistivity method, which is convenient, continual, economical and practicable, is taken to define and measure the destructuration variable. In addition, the destructuration evolvement law employed is established by the test results. The model has advantages comparing with the traditional models.

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Destructuration Constitutive Model For Soft Clay

Yu, Xiao-Jun / Qi, Zhi-Hong

Abstract Considering the test results, a developed destructuration, is presented, and results from undrained triaxial shear tests show that the model can well describe the stress-strain characteristics. In this model, the stress-induced anisotropy of soft soil is taken into account. Meanwhile, electrical resistivity method, which is convenient, continual, economical and practicable, is taken to define and measure the destructuration variable. In addition, the destructuration evolvement law employed is established by the test results. The model has advantages comparing with the traditional models.

Destructuration Constitutive Model For Soft Clay

Yu, Xiao-Jun / Qi, Zhi-Hong

Abstract Considering the test results, a developed destructuration, is presented, and results from undrained triaxial shear tests show that the model can well describe the stress-strain characteristics. In this model, the stress-induced anisotropy of soft soil is taken into account. Meanwhile, electrical resistivity method, which is convenient, continual, economical and practicable, is taken to define and measure the destructuration variable. In addition, the destructuration evolvement law employed is established by the test results. The model has advantages comparing with the traditional models.

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Title:

Destructuration Constitutive Model For Soft Clay

Contributors:

Yu, Xiao-Jun (author) / Qi, Zhi-Hong (author)

Published in:

Advances in Environmental Geotechnics ; 487-491

Publication date:

2010-01-01

Size:

5 pages

ISBN:

978-3-642-04460-1 , 978-3-642-04459-5

DOI:

https://doi.org/10.1007/978-3-642-04460-1_42

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

soft clay , destructuration variable , anisotropy , constitutive model , electrical resistivity anomalies Engineering , Geoengineering, Foundations, Hydraulics , Sedimentology , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation

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