Three modulus hypoelastic constitutive model for sand-bentonite buffer (RBM)

Jianhua Yin; F. Saadat; J. Graham

Three modulus hypoelastic constitutive model for sand-bentonite buffer (RBM)

Jianhua Yin
, F. Saadat
, J. Graham

Research output: Journal article publication › Journal article › Academic research › peer-review

Abstract

Test data from isotropic consolidation tests and consolidated undrained tests with porewater pressure measurement have been used to form a constitutive model for the sand-bentonite buffer proposed for nuclear waste containment in Canada. The model develops functional expressions for p′, εv, q, εs, p′, εsand q, εvrelationships in the buffer. Predictions for constant-p′ tests are compared with experimentally measured values.

Original language	English
Pages (from-to)	386-395
Number of pages	10
Journal	Canadian Geotechnical Conference
Publication status	Published - 1 Dec 1988
Externally published	Yes

ASJC Scopus subject areas

General Engineering

Cite this

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title = "Three modulus hypoelastic constitutive model for sand-bentonite buffer (RBM)",

abstract = "Test data from isotropic consolidation tests and consolidated undrained tests with porewater pressure measurement have been used to form a constitutive model for the sand-bentonite buffer proposed for nuclear waste containment in Canada. The model develops functional expressions for p′, εv, q, εs, p′, εsand q, εvrelationships in the buffer. Predictions for constant-p′ tests are compared with experimentally measured values.",

author = "Jianhua Yin and F. Saadat and J. Graham",

year = "1988",

month = dec,

day = "1",

language = "English",

pages = "386--395",

journal = "Canadian Geotechnical Conference",

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TY - JOUR

T1 - Three modulus hypoelastic constitutive model for sand-bentonite buffer (RBM)

AU - Yin, Jianhua

AU - Saadat, F.

AU - Graham, J.

PY - 1988/12/1

Y1 - 1988/12/1

N2 - Test data from isotropic consolidation tests and consolidated undrained tests with porewater pressure measurement have been used to form a constitutive model for the sand-bentonite buffer proposed for nuclear waste containment in Canada. The model develops functional expressions for p′, εv, q, εs, p′, εsand q, εvrelationships in the buffer. Predictions for constant-p′ tests are compared with experimentally measured values.

AB - Test data from isotropic consolidation tests and consolidated undrained tests with porewater pressure measurement have been used to form a constitutive model for the sand-bentonite buffer proposed for nuclear waste containment in Canada. The model develops functional expressions for p′, εv, q, εs, p′, εsand q, εvrelationships in the buffer. Predictions for constant-p′ tests are compared with experimentally measured values.

UR - https://www.scopus.com/pages/publications/0024275250

M3 - Journal article

SP - 386

EP - 395

JO - Canadian Geotechnical Conference

JF - Canadian Geotechnical Conference

ER -

Three modulus hypoelastic constitutive model for sand-bentonite buffer (RBM)

Abstract

ASJC Scopus subject areas

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