Constitutive modelling of soil behaviour using three modulus hypoelasticity

JH Yin; J Graham; F Saadat; F Azizi

Constitutive modelling of soil behaviour using three modulus hypoelasticity

JH Yin
, J Graham
, F Saadat
, F Azizi

School of Engineering, Computing and Mathematics

Research output: Contribution to journal › Article › peer-review

Abstract

A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions. 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. -from Authors

Original language	English
Pages (from-to)	143-147
Number of pages	0
Journal	Proc. 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 1989. Vol. 1
Volume	0
Issue number	0
Publication status	Published - 1 Jan 1990

Cite this

@article{a23ec3994f7f400297df8dbb81a3398a,

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. 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. -from Authors",

author = "JH Yin and J Graham and F Saadat and F Azizi",

year = "1990",

month = jan,

day = "1",

language = "English",

volume = "0",

pages = "143--147",

journal = "Proc. 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 1989. Vol. 1",

number = "0",

}

TY - JOUR

T1 - Constitutive modelling of soil behaviour using three modulus hypoelasticity

AU - Yin, JH

AU - Graham, J

AU - Saadat, F

AU - Azizi, F

PY - 1990/1/1

Y1 - 1990/1/1

N2 - A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions. 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. -from Authors

AB - A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions. 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. -from Authors

M3 - Article

VL - 0

SP - 143

EP - 147

JO - Proc. 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 1989. Vol. 1

JF - Proc. 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 1989. Vol. 1

IS - 0

ER -

Constitutive modelling of soil behaviour using three modulus hypoelasticity

Abstract

Fingerprint

Cite this