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 language | English |
---|---|
Title of host publication | Investigation, Classification, Testing and Forensics |
Editors | Derek M. Smith, Peter J.L. Eldred, Peter J.L. Eldred, David G. Toll, Mike G. Winter, Mike G. Winter |
Publisher | ICE Publishing |
Pages | 3225-3230 |
Number of pages | 6 |
ISBN (Electronic) | 9780727760678 |
Publication status | Published - 2015 |
Event | 16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 - Edinburgh, United Kingdom Duration: 13 Sept 2015 → 17 Sept 2015 |
Publication series
Name | Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 |
---|---|
Volume | 6 |
Conference
Conference | 16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 |
---|---|
Country/Territory | United Kingdom |
City | Edinburgh |
Period | 13/09/15 → 17/09/15 |
Bibliographical note
Publisher Copyright:© The authors and ICE Publishing: All rights reserved, 2015.