Application of ANICREEP model to Murro test embankment

Yunlong Xia; Yinfu Jin; Yanling Li; Zhenyu Yin

Application of ANICREEP model to Murro test embankment

Yunlong Xia, Yinfu Jin, Yanling Li, Zhenyu Yin

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

Abstract

Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP. Model parameters for foundation soils are determined in a straightforward way based on conventional triaxial and oedometer tests. The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.

Original language	English
Title of host publication	5th China-Japan Geotechnical Symposium
Publisher	People's Communications Press
Pages	368-371
Number of pages	4
ISBN (Print)	9787114105821
Publication status	Published - 1 Jan 2013
Externally published	Yes
Event	5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering - Chengdu, China Duration: 18 May 2013 → 19 May 2013

Publication series

Name	5th China-Japan Geotechnical Symposium

Conference

Conference	5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering
Country/Territory	China
City	Chengdu
Period	18/05/13 → 19/05/13

Keywords

Clay
Embankment
Viscoplasticity

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Cite this

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title = "Application of ANICREEP model to Murro test embankment",

abstract = "Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP. Model parameters for foundation soils are determined in a straightforward way based on conventional triaxial and oedometer tests. The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.",

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series = "5th China-Japan Geotechnical Symposium",

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pages = "368--371",

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Application of ANICREEP model to Murro test embankment. / Xia, Yunlong; Jin, Yinfu; Li, Yanling et al.
5th China-Japan Geotechnical Symposium. People's Communications Press, 2013. p. 368-371 (5th China-Japan Geotechnical Symposium).

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

TY - GEN

T1 - Application of ANICREEP model to Murro test embankment

AU - Xia, Yunlong

AU - Jin, Yinfu

AU - Li, Yanling

AU - Yin, Zhenyu

PY - 2013/1/1

Y1 - 2013/1/1

N2 - Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP. Model parameters for foundation soils are determined in a straightforward way based on conventional triaxial and oedometer tests. The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.

AB - Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP. Model parameters for foundation soils are determined in a straightforward way based on conventional triaxial and oedometer tests. The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.

KW - Clay

KW - Embankment

KW - Viscoplasticity

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M3 - Conference article published in proceeding or book

AN - SCOPUS:84907083625

SN - 9787114105821

T3 - 5th China-Japan Geotechnical Symposium

SP - 368

EP - 371

BT - 5th China-Japan Geotechnical Symposium

PB - People's Communications Press

T2 - 5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering

Y2 - 18 May 2013 through 19 May 2013

ER -

Application of ANICREEP model to Murro test embankment

Abstract

Publication series

Conference

Keywords

ASJC Scopus subject areas

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Cite this