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Journal Articles

Bearing capacity of three closely-spaced footings on sand

J. Graham, G. P. Raymond, A. Suppiah

Geotechnique (1984) 34 (2): 173–181.

https://doi.org/10.1680/geot.1984.34.2.173

Published: 01 June 1984

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Journal Articles

Discussion: Prediction of undrained deformations and pore pressures in weak clay under two embankments

G. P. Raymond

Geotechnique (1973) 23 (1): 133–135.

https://doi.org/10.1680/geot.1973.23.1.133

Published: 01 March 1973

View article titled, Discussion: Prediction of undrained deformations and pore pressures in weak clay under two embankments

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Journal Articles

Prediction of undrained deformations and pore pressures in weakclay under two embankments

G. P. Raymond

Geotechnique (1972) 22 (3): 381–401.

https://doi.org/10.1680/geot.1972.22.3.381

Published: 01 September 1972

View article titled, Prediction of undrained deformations and pore pressures in weakclay under two embankments

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Journal Articles

Consolidation of Deep Deposits of Homogeneous Clay

G. P. Raymond

Geotechnique (1969) 19 (4): 478–494.

https://doi.org/10.1680/geot.1969.19.4.478

Published: 01 December 1969

View article titled, Consolidation of Deep Deposits of Homogeneous Clay

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Journal Articles

A Non-Linear Theory of Consolidation

E. H. Davis, G. P. Raymond

Geotechnique (1965) 15 (2): 161–173.

https://doi.org/10.1680/geot.1965.15.2.161

Published: 01 June 1965

View article titled, A Non-Linear Theory of Consolidation

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Bearing capacity of three closely-spaced footings on sand

Discussion: Prediction of undrained deformations and pore pressures in weak clay under two embankments

Prediction of undrained deformations and pore pressures in weakclay under two embankments

Consolidation of Deep Deposits of Homogeneous Clay

A Non-Linear Theory of Consolidation

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