Research Article
Feb 1975
Creep of Sand-Ice System
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 2
Abstract
Unconfined uniaxial creep tests were conducted at —8.5°C on sand-ice samples with an average wet density of 124 pcf (1,986 kg/m³). The samples were 94% water saturated, on the average, prior to freezing. Thus the data represent the behavior of slightly undersaturated frozen sands. Stress-strain data for different durations of loading were obtained by replotting the creep data. Values of the stress characterizing the change in stress-strain relations are confirmed by creep rate-stress data. It is shown that use of a single continuous stress function to represent stress-strain data in models must be limited to either stresses greater than, or less than, the limiting long-term strength. A single continuous stress function cannot represent realistically the entire stress range.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 2 • February 1975
Pages: 115 - 128
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Feb 1975
Published online: Feb 10, 2021
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Authors
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Robert G. Rein Jr.
Research Assoc., Univ. of Oklahoma, Norman, Okla
Cedomir M. Sliepcevich
George Lynn Cross Research Professor of Engineering, Univ. of Oklahoma, Norman, Okla
Vidyutkumar V. Hathi
Research Asst., Univ. of Oklahoma, Norman, Okla
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