Predictions of the results of laboratory tests on a clay using a critical state model

G. T. Houlsby; C. P. Wroth; D. M. Wood

Predictions of the results of laboratory tests on a clay using a critical state model

G. T. Houlsby, C. P. Wroth, D. M. Wood

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The model is based on the Modified Cam-Clay model, but includes an additional yield surface to model failure of overconsolidated samples on a Hvorslev surface. The model is used to predict the behaviour of a kaolinite in a number of repeated loading tests, based on the results of monotonic triaxial compression and extension tests. Special account is taken in the model of the possibility of the clay being unsaturated.

Original language	English
Title of host publication	Constitutive relations for soils
Subtitle of host publication	results of the International Workshop on Constitutive Relations for Soils, Grenoble, 6-8 September 1982
Editors	Gerd Gudehus, Félix Darve, Ioannis Vardoulakis
Publisher	A. A. Balkema Publishers
Pages	99-121
Number of pages	23
ISBN (Print)	906191549X
Publication status	Published - 1984
Event	International Workshop on Constitutive Relations for Soils - Grenoble, France Duration: 6 Sept 1982 → 8 Sept 1982

Workshop

Workshop	International Workshop on Constitutive Relations for Soils
Country/Territory	France
City	Grenoble
Period	6/09/82 → 8/09/82

Access to Document

http://www-civil.eng.ox.ac.uk/people/gth/c/c6.pdf

Cite this

Houlsby, G. T., Wroth, C. P., & Wood, D. M. (1984). Predictions of the results of laboratory tests on a clay using a critical state model. In G. Gudehus, F. Darve, & I. Vardoulakis (Eds.), Constitutive relations for soils: results of the International Workshop on Constitutive Relations for Soils, Grenoble, 6-8 September 1982 (pp. 99-121). A. A. Balkema Publishers. http://www-civil.eng.ox.ac.uk/people/gth/c/c6.pdf

Houlsby, G. T. ; Wroth, C. P. ; Wood, D. M. / Predictions of the results of laboratory tests on a clay using a critical state model. Constitutive relations for soils: results of the International Workshop on Constitutive Relations for Soils, Grenoble, 6-8 September 1982 . editor / Gerd Gudehus ; Félix Darve ; Ioannis Vardoulakis. A. A. Balkema Publishers, 1984. pp. 99-121

@inproceedings{a44fae7e65f347718c1c002ba54a4079,

title = "Predictions of the results of laboratory tests on a clay using a critical state model",

abstract = "An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The model is based on the Modified Cam-Clay model, but includes an additional yield surface to model failure of overconsolidated samples on a Hvorslev surface. The model is used to predict the behaviour of a kaolinite in a number of repeated loading tests, based on the results of monotonic triaxial compression and extension tests. Special account is taken in the model of the possibility of the clay being unsaturated.",

author = "Houlsby, {G. T.} and Wroth, {C. P.} and Wood, {D. M.}",

year = "1984",

language = "English",

isbn = "906191549X",

pages = "99--121",

editor = "Gerd Gudehus and F{\'e}lix Darve and Ioannis Vardoulakis",

booktitle = "Constitutive relations for soils",

publisher = "A. A. Balkema Publishers",

note = "International Workshop on Constitutive Relations for Soils ; Conference date: 06-09-1982 Through 08-09-1982",

}

Houlsby, GT, Wroth, CP & Wood, DM 1984, Predictions of the results of laboratory tests on a clay using a critical state model. in G Gudehus, F Darve & I Vardoulakis (eds), Constitutive relations for soils: results of the International Workshop on Constitutive Relations for Soils, Grenoble, 6-8 September 1982 . A. A. Balkema Publishers, pp. 99-121, International Workshop on Constitutive Relations for Soils, Grenoble, France, 6/09/82. <http://www-civil.eng.ox.ac.uk/people/gth/c/c6.pdf>

Predictions of the results of laboratory tests on a clay using a critical state model. / Houlsby, G. T.; Wroth, C. P.; Wood, D. M.
Constitutive relations for soils: results of the International Workshop on Constitutive Relations for Soils, Grenoble, 6-8 September 1982 . ed. / Gerd Gudehus; Félix Darve; Ioannis Vardoulakis. A. A. Balkema Publishers, 1984. p. 99-121.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Predictions of the results of laboratory tests on a clay using a critical state model

AU - Houlsby, G. T.

AU - Wroth, C. P.

AU - Wood, D. M.

PY - 1984

Y1 - 1984

N2 - An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The model is based on the Modified Cam-Clay model, but includes an additional yield surface to model failure of overconsolidated samples on a Hvorslev surface. The model is used to predict the behaviour of a kaolinite in a number of repeated loading tests, based on the results of monotonic triaxial compression and extension tests. Special account is taken in the model of the possibility of the clay being unsaturated.

AB - An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The model is based on the Modified Cam-Clay model, but includes an additional yield surface to model failure of overconsolidated samples on a Hvorslev surface. The model is used to predict the behaviour of a kaolinite in a number of repeated loading tests, based on the results of monotonic triaxial compression and extension tests. Special account is taken in the model of the possibility of the clay being unsaturated.

M3 - Conference contribution

SN - 906191549X

SP - 99

EP - 121

BT - Constitutive relations for soils

A2 - Gudehus, Gerd

A2 - Darve, Félix

A2 - Vardoulakis, Ioannis

PB - A. A. Balkema Publishers

T2 - International Workshop on Constitutive Relations for Soils

Y2 - 6 September 1982 through 8 September 1982

ER -

Predictions of the results of laboratory tests on a clay using a critical state model

Abstract

Workshop

Access to Document

Fingerprint

Cite this