TECHNICAL NOTES
Jan 1, 1983

A Simple Question About Consolidation

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 1

Abstract

The author poses a question about what happens to the lateral stress of a normally consolidated clay aging in an oedometer at constant vertical stress. A written and verbal survey of 32 senior engineers from research and practice backgrounds showed much diversity in their answers to this question, which implies much diversity in how they perceive the behavior of soil. The profession needs answers to this and similar questions that include time effects in the behavior of geotechnical materials.

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References

1.
Lambe, T. W., “Methods of Estimating Settlement,” ASCE, Journal of the Soil Mechanics & Foundations Div., Specialty Conf. on Design of Foundations for Control of Settlement, Sept. 1964, pp. 47–71.
2.
Newlin, C. W., “A Laboratory Investigation of Lateral Stresses during One‐Dimensional Consolidation,” thesis presented to Northwestern University at Evanston, Ill., in 1965, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Schmertmann, John H., “A General Time‐Related Soil Friction Increase Phenomenon,” Laboratory Shear Strength of Soil, ASTM STP 740, 1981, p. 481.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 1January 1983
Pages: 119 - 122

History

Published online: Jan 1, 1983
Published in print: Jan 1983

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John H. Schmertmann, F. ASCE
Principal, Schmertmann and Crapps, Inc., Gainesville, Fla. 32601

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