Effect of polymers on swelling potential of expansive soils

M. Mirzababaei, S. Yasrobi, A. Al-Rawas

Research output: Contribution to journalArticle

22 Citations (Scopus)

Abstract

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.

Original languageEnglish
Pages (from-to)111-119
Number of pages9
JournalProceedings of the Institution of Civil Engineers: Ground Improvement
Volume162
Issue number3
DOIs
Publication statusPublished - Aug 2009

Fingerprint

expansive soil
swelling
Swelling
polymers
polymer
Soils
Polymers
soil
acetate
Polymethyl methacrylates
furan
furans
Polyvinyl acetates
soil sampling
chemical engineering
dry density
effect
plasticity
compaction
Chemical engineering

Keywords

  • Engineering soils
  • Geotechnical engineering
  • Resins and plastics

ASJC Scopus subject areas

  • Building and Construction
  • Geotechnical Engineering and Engineering Geology
  • Soil Science
  • Mechanics of Materials

Cite this

Effect of polymers on swelling potential of expansive soils. / Mirzababaei, M.; Yasrobi, S.; Al-Rawas, A.

In: Proceedings of the Institution of Civil Engineers: Ground Improvement, Vol. 162, No. 3, 08.2009, p. 111-119.

Research output: Contribution to journalArticle

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