Research Article
Nov 1966
Analysis of Consolidation by Rate Process Theory
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VIEW THE REPLYAuthors: Tien Hsing Wu, D. Resendiz, and R. J. NeukirchnerAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 92, Issue 6
Abstract
The time-deformation behavior in one-dimensional consolidation tests is analyzed by considering the soil structure resistance as a visco-elastic system. The viscous flow is assumed to obey Eyring's rate process theory. The characteristics of experimental time-deformation curves are found to be controlled by the visco-elastic parameters which are used to interpret the nature of the soil structure and its deformation.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 92 • Issue 6 • November 1966
Pages: 229 - 248
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Nov 1966
Published online: Feb 12, 2021
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Authors
Affiliations
Tien Hsing Wu
Prof. of Civ. Engrg., The Ohio State Univ., Columbus, Ohio.
D. Resendiz
Prof., Institute de lngenieria, Universidad National Autonoma de Mexico, Ciudad Universitaria, D. F.
R. J. Neukirchner
Lieutenant, United States Army.
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