Research Article
Jul 1977
Time-Dependent Behavior of Undisturbed Clay
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 7
Abstract
Time dependence of undrained stress-strain and strength behavior of a natural sensitive marine clay has been investigated with particular reference to the effects of strain rate, strain rate history, aging, and thixotropy. Triaxial samples, identically consolidated, were sheared under a variety of time-loading histories in order to simulate various deformation rate histories. The stress-strain and strength results from these tests were correlated using the hypothesis that stress is a function of current strain and strain rate only. It is illustrated that a stiffer stress-strain response and an increase in undrained strength result from an increase in rate of strain, length of aging, and thixotropic hardening. However, the failure in terms of effective stresses is found to be independent of time effects of any kind whatsoever.
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 7 • July 1977
Pages: 693 - 709
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jul 1977
Published online: Feb 11, 2021
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Authors
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Yoginder P. Vaid
Assoc. Prof. of Civ. Engrg. and Engrg. Mechanics; McMaster Univ., Hamilton, Ontario, Canada; formerly, Research Assoc., Univ. of British Columbia, Vancouver, B.C., Canada
Richard G. Campanella, M.ASCE
Prof. of Civ. Engrg.; Univ. of British Columbia, Vancouver, B.C., Canada
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.