An instrumented large soil column to investigate climatic ground interaction

, , & (2021) An instrumented large soil column to investigate climatic ground interaction. International Journal of Physical Modelling in Geotechnics, 21(2), Article number: 1900007 55-71.

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Description

The field monitoring of the climatic-induced behaviour of the expansive soil has always been difficult, expensive and time consuming. The uncontrollability of the field boundary conditions and the difficulty in accurately measuring them have worsened the problem. As an alternative, the instrumented model set-ups are ideal for long-term monitoring of expansive soils since the laboratory compacted expansive soils become environmentally stabilised after few wet–dry cycles. There had been a very limited laboratory-based column set-ups for the observation of expansive soils under unsaturated conditions with an appropriate set of sensors embedded at known depths. The major difficulties associated with model tests are considerable boundary effect and sensor-to-soil area ratio due to the insufficient physical model dimensions. In this study, the research need for a laboratory model set-up with minimised boundary effects has been addressed by a large instrumented soil column, which could more closely represent environmentally stabilised soil. The current results depict the expected pattern for the variations of soil suction, volumetric water content and soil displacement under wetting and drying phenomenon, which accentuates the applicability of instrumented soil column for the investigation of climatic-induced expansive soil behaviour.

Impact and interest:

9 citations in Scopus
6 citations in Web of Science®
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ID Code: 201668
Item Type: Contribution to Journal (Journal Article)
Refereed: Yes
ORCID iD:
Gallage, Chamindaorcid.org/0000-0002-0978-9066
Dawes, Lesorcid.org/0000-0003-2329-5940
Additional Information: Publisher Copyright: © 2020 ICE Publishing: All rights reserved. Copyright: Copyright 2021 Elsevier B.V., All rights reserved.
Measurements or Duration: 17 pages
Keywords: Expansive soils; Model test; Monitoring; Suction; Ground movement; Wet-dry cycle; 67 Geotechnical engineering; Partial saturation
DOI: 10.1680/jphmg.19.00007
ISSN: 1346-213X
Pure ID: 61315541
Divisions: Current > Research Centres > Centre for the Environment
Current > QUT Faculties and Divisions > Faculty of Science
Current > QUT Faculties and Divisions > Faculty of Engineering
Current > Schools > School of Civil & Environmental Engineering
Copyright Owner: ICE Publishing
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Deposited On: 06 Jul 2020 05:09
Last Modified: 26 May 2024 21:33