A study of the water retention curve of a lime-treated high plasticity clay

M. Mavroulidou, X. Zhang, Z. Kichou, M. J. Gunn

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The paper studies the drying and wetting soil water retention curves (SWRC) and the corresponding volume change of a limetreated high plasticity clay based on tests using the contact filter paper method, pressure plate apparatus and a suction-controlled triaxial system, incorporating the axis translation technique. The effects of the following factors are examined: compaction water content and dry density, lime dosagg, curing conditions, confinement and the different testing conditions imposed by the different experimental techniques. The results for the lime treated soil are consistent with findings for untreated soils. Some differences concern predominantly the strain related quantities (the void ratio) due to the increased stifness and the open structure of the treated soil.

Original languageEnglish
Title of host publicationInvestigation, Classification, Testing and Forensics
EditorsDerek M. Smith, Peter J.L. Eldred, Peter J.L. Eldred, David G. Toll, Mike G. Winter, Mike G. Winter
PublisherICE Publishing
Pages3225-3230
Number of pages6
ISBN (Electronic)9780727760678
Publication statusPublished - 2015
Event16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 - Edinburgh, United Kingdom
Duration: 13 Sept 201517 Sept 2015

Publication series

NameGeotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015
Volume6

Conference

Conference16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015
Country/TerritoryUnited Kingdom
CityEdinburgh
Period13/09/1517/09/15

Bibliographical note

Publisher Copyright:
© The authors and ICE Publishing: All rights reserved, 2015.

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