Nonlinear creep behavior of normally consolidated soft clay

Ze Xiang Wu; Yin Fu Jin; Zhen Yu Yin

Nonlinear creep behavior of normally consolidated soft clay

Ze Xiang Wu, Yin Fu Jin, Zhen Yu Yin

Research output: Chapter in book / Conference proceeding › Chapter in an edited book (as author) › Academic research › peer-review

3 Citations (Scopus)

Abstract

The nonlinear creep behavior of normally consolidated soft clays is investigated. The study is based on conventional oedometer tests on reconstituted clays, which eliminates the influence of soil structure on creep behavior. Furthermore, a simple nonlinear creep formulation is proposed accounting for the volumetric packing of soil assemblies.

Original language	English
Title of host publication	Constitutive Modeling of Geomaterials
Subtitle of host publication	Advances and New Applications
Publisher	Springer-Verlag
Pages	145-148
Number of pages	4
ISBN (Print)	9783642328138
Publication status	Published - 1 Jan 2013
Externally published	Yes

Publication series

Name	Springer Series in Geomechanics and Geoengineering
ISSN (Print)	1866-8755
ISSN (Electronic)	1866-8763

Keywords

Consolidation
Creep
Oedometer test
Soft clays

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Mechanics of Materials

Cite this

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keywords = "Consolidation, Creep, Oedometer test, Soft clays",

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Nonlinear creep behavior of normally consolidated soft clay. / Wu, Ze Xiang; Jin, Yin Fu; Yin, Zhen Yu.

Constitutive Modeling of Geomaterials: Advances and New Applications. Springer-Verlag, 2013. p. 145-148 (Springer Series in Geomechanics and Geoengineering).

Research output: Chapter in book / Conference proceeding › Chapter in an edited book (as author) › Academic research › peer-review

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AU - Jin, Yin Fu

AU - Yin, Zhen Yu

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AB - The nonlinear creep behavior of normally consolidated soft clays is investigated. The study is based on conventional oedometer tests on reconstituted clays, which eliminates the influence of soil structure on creep behavior. Furthermore, a simple nonlinear creep formulation is proposed accounting for the volumetric packing of soil assemblies.

KW - Consolidation

KW - Creep

KW - Oedometer test

KW - Soft clays

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BT - Constitutive Modeling of Geomaterials

PB - Springer-Verlag

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Nonlinear creep behavior of normally consolidated soft clay

Abstract

Publication series

Keywords

ASJC Scopus subject areas

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Cite this