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Journal Articles

Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation

R. Thom, R. Sivakumar, V. Sivakumar, E. J. Murray, P. Mackinnon

Geotechnique (2007) 57 (5): 469–474.

https://doi.org/10.1680/geot.2007.57.5.469

Published: 01 June 2007

View article titled, Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation

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Journal Articles

Wetting, drying and compression characteristics of compacted clay

V. Sivakumar, W. C. Tan, E. J. Murray, J. D. McKinley

Geotechnique (2006) 56 (1): 57–62.

https://doi.org/10.1680/geot.2006.56.1.57

Published: 01 February 2006

View article titled, Wetting, drying and compression characteristics of compacted clay

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Journal Articles

Discussion: Critical state parameters for an unsaturated residual sandy soil

E. J. Murray, V. Sivakumar

Geotechnique (2004) 54 (1): 69–71.

https://doi.org/10.1680/geot.2004.54.1.69

Published: 01 February 2004

View article titled, Discussion: Critical state parameters for an unsaturated residual sandy soil

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Journal Articles

Discussion: Resistance of passive inclined anchors in cohesionless medium

E. J. Murray, J. D. Geddes

Geotechnique (1990) 40 (2): 317–318.

https://doi.org/10.1680/geot.1990.40.2.317

Published: 01 June 1990

View article titled, Discussion: Resistance of passive inclined anchors in cohesionless medium

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Journal Articles

Resistance of passive inclined anchors in cohesionless medium

E. J. Murray, J. D. Geddes

Geotechnique (1989) 39 (3): 417–431.

https://doi.org/10.1680/geot.1989.39.3.417

Published: 01 September 1989

View article titled, Resistance of passive inclined anchors in cohesionless medium

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Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation

Wetting, drying and compression characteristics of compacted clay

Discussion: Critical state parameters for an unsaturated residual sandy soil

Discussion: Resistance of passive inclined anchors in cohesionless medium

Resistance of passive inclined anchors in cohesionless medium

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