Constitutive modelling of soil behaviour using three modulus hypoelasticity

Jianhua Yin

Constitutive modelling of soil behaviour using three modulus hypoelasticity

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

3 Citations (Scopus)

Abstract

A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions: a bulk modulus K, a shear modulus G and a modulus J that couples (p′, εs) and (q, εv) behaviour. The three moduli can be obtained from normalized stress-strain behaviour in easily performed isotropic consolidation tests and (preferably undrained) triaxial compression tests. Models have been calibrated and validated for compacted sand-bentonite buffer mixtures with two different initial densities, for medium dense sand from China, and for stiff plastic clay from France.

Original language	English
Title of host publication	Proceedings of the International Conference on Soil Mechanics and Foundation Engineering
Publisher	Publ by A.A. Balkema
Pages	143-147
Number of pages	5
Volume	1
ISBN (Print)	906191891X
Publication status	Published - 1 Dec 1989
Externally published	Yes
Event	Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering - Rio de Janeiro, Brazil Duration: 13 Aug 1989 → 18 Aug 1989

Conference

Conference	Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering
Country/Territory	Brazil
City	Rio de Janeiro
Period	13/08/89 → 18/08/89

ASJC Scopus subject areas

General Engineering

Cite this

@inproceedings{f2a610e472324fbc950f5ff1ca6a28e2,

title = "Constitutive modelling of soil behaviour using three modulus hypoelasticity",

abstract = "A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions: a bulk modulus K, a shear modulus G and a modulus J that couples (p′, εs) and (q, εv) behaviour. The three moduli can be obtained from normalized stress-strain behaviour in easily performed isotropic consolidation tests and (preferably undrained) triaxial compression tests. Models have been calibrated and validated for compacted sand-bentonite buffer mixtures with two different initial densities, for medium dense sand from China, and for stiff plastic clay from France.",

author = "Jianhua Yin",

year = "1989",

month = dec,

day = "1",

language = "English",

isbn = "906191891X",

volume = "1",

pages = "143--147",

booktitle = "Proceedings of the International Conference on Soil Mechanics and Foundation Engineering",

publisher = "Publ by A.A. Balkema",

note = "Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering ; Conference date: 13-08-1989 Through 18-08-1989",

}

Constitutive modelling of soil behaviour using three modulus hypoelasticity. / Yin, Jianhua.
Proceedings of the International Conference on Soil Mechanics and Foundation Engineering. Vol. 1 Publ by A.A. Balkema, 1989. p. 143-147.

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

TY - GEN

T1 - Constitutive modelling of soil behaviour using three modulus hypoelasticity

AU - Yin, Jianhua

PY - 1989/12/1

Y1 - 1989/12/1

N2 - A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions: a bulk modulus K, a shear modulus G and a modulus J that couples (p′, εs) and (q, εv) behaviour. The three moduli can be obtained from normalized stress-strain behaviour in easily performed isotropic consolidation tests and (preferably undrained) triaxial compression tests. Models have been calibrated and validated for compacted sand-bentonite buffer mixtures with two different initial densities, for medium dense sand from China, and for stiff plastic clay from France.

AB - A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions: a bulk modulus K, a shear modulus G and a modulus J that couples (p′, εs) and (q, εv) behaviour. The three moduli can be obtained from normalized stress-strain behaviour in easily performed isotropic consolidation tests and (preferably undrained) triaxial compression tests. Models have been calibrated and validated for compacted sand-bentonite buffer mixtures with two different initial densities, for medium dense sand from China, and for stiff plastic clay from France.

UR - http://www.scopus.com/inward/record.url?scp=0024773151&partnerID=8YFLogxK

M3 - Conference article published in proceeding or book

SN - 906191891X

VL - 1

SP - 143

EP - 147

BT - Proceedings of the International Conference on Soil Mechanics and Foundation Engineering

PB - Publ by A.A. Balkema

T2 - Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering

Y2 - 13 August 1989 through 18 August 1989

ER -

Constitutive modelling of soil behaviour using three modulus hypoelasticity

Abstract

Conference

ASJC Scopus subject areas

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