Research Article
Jan 1968
Soil Creep As A Rate Process
Authors: James K. Mitchell, M.ASCE, Richard G. Campanella, AM.ASCE, and Awtar SinghAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 1
Abstract
The fundamental equation of the theory of absolute reaction rates has been adapted for use in the study of time-dependent soil deformations. Results of constant stress creep tests have established that the basic form of this equation supports the assumption of a thermally activated creep process, the predicted relationship between experimental activation energy and creep stress, and the predicted stress dependence of creep rate. Some modification of the equation is needed, however, to account for the variation of creep rate with time. Techniques are described for study of deformation mechanisms in soils and test results suggest that interparticle bonding is probably of the primary valence type. Resistance to shear stresses cannot be accounted for in terms of viscous water films, and interparticle contacts must be effectively solid to solid.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 94 • Issue 1 • January 1968
Pages: 231 - 253
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 12, 2021
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Authors
Affiliations
James K. Mitchell, M.ASCE
Assoc. Prof. of Civ. Engrg., and Assoc. Research Engr., Inst. of Transportation and Traffic Engrg., Univ. of California, Berkeley, Calif.
Richard G. Campanella, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of British Columbia, Vancouver, B. C., Canada
Awtar Singh
Asst. Prof. of Engrg., Univ. of California, Los Angeles, Calif.
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