This paper introduces new soil stabilisers for reducing the swelling potential of expansive soils. In this study three different polymers (furan, poly(methyl methacrylate) (PMMA) and poly(vinyl acetate) (PVA)) were utilised as soil stabilisers. For evaluating the effect of these polymers on swelling potential and microfabric of expansive soils, three soil samples of high plasticity index were selected. First the engineering, chemical and mineralogical characteristics of the untreated soils were determined, and three different pairs of dry density and water content (dry of optimum, optimum and wet of optimum) were chosen, from standard Proctor compaction curve. Treated soil specimens were prepared at 3%, 5% and 10% of furan content and 1%, 3% and 5% of polymethyl methacrylate and polyvinyl acetate content. The addition of polymethyl methacrylate and polyvinyl acetate can also diminish the swelling potential of soil specimens, but to a lesser degree. The addition of additives produced aggregations and clay-granular matrices within the fabric, which reduced the swelling potential of the soil samples.
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1 August 2009
Research Article|
August 01 2009
Effect of polymers on swelling potential of expansive soils
M. Mirzababaei;
M. Mirzababaei
Graduate Student
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
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S. Yasrobi;
S. Yasrobi
Associate Professor
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
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A. Al-Rawas
A. Al-Rawas
Professor and Deputy Vice Chancellor Postgraduate Studies and Research
Department of Civil and Architectural Engineering, Sultan Qaboos University, Sultanate of Oman
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Publisher: Emerald Publishing
Revision Received:
April 07 2008
Accepted:
December 23 2008
Online ISSN: 1755-0769
Print ISSN: 1755-0750
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Ground Improvement (2009) 162 (3): 111–119.
Article history
Revision Received:
April 07 2008
Accepted:
December 23 2008
Citation
Mirzababaei M, Yasrobi S, Al-Rawas A (2009), "Effect of polymers on swelling potential of expansive soils". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 162 No. 3 pp. 111–119, doi: https://doi.org/10.1680/grim.2009.162.3.111
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