Scott, R. F. (1990) Radial consolidation of a phase-change soil. Géotechnique, 40 (2). pp. 211-221. ISSN 0016-8505. https://resolver.caltech.edu/CaltechAUTHORS:20141020-140639737
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Abstract
An overconsolidated sensitive clay has been represented by a one-dimensional compressional model in which the clay structure is rigid both below and above the maximum past effective stress and collapses at this stress from a higher void ratio to a lower value. This model is incorporated in several different geometries to describe the behaviour of the sensitive clay under applied stress. These cases include radial compression of a cylinder and a sphere, and expansion of a cylindrical cavity in an infinite region. Solutions are given for displacements and pore pressures.
| Item Type: | Article | |||||||||
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| Additional Information: | © 1990 ICE Publishing Ltd. | |||||||||
| Subject Keywords: | sensitive clay; phase change; radial; spherical; consolidation; analysis | |||||||||
| Issue or Number: | 2 | |||||||||
| Record Number: | CaltechAUTHORS:20141020-140639737 | |||||||||
| Persistent URL: | https://resolver.caltech.edu/CaltechAUTHORS:20141020-140639737 | |||||||||
| Usage Policy: | No commercial reproduction, distribution, display or performance rights in this work are provided. | |||||||||
| ID Code: | 50564 | |||||||||
| Collection: | CaltechAUTHORS | |||||||||
| Deposited By: | Tony Diaz | |||||||||
| Deposited On: | 20 Oct 2014 21:26 | |||||||||
| Last Modified: | 03 Oct 2019 07:24 |
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