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Radial consolidation of a phase-change soil

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
Related URLs:
URLURL TypeDescription
http://dx.doi.org/10.1680/geot.1990.40.2.211DOIArticle
http://www.icevirtuallibrary.com/content/article/10.1680/geot.1990.40.2.211PublisherArticle
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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