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Reduction of shrink-swell potential with EPS inclusion

Illuri, Hema K. & Nataatmadja, Andreas (2007) Reduction of shrink-swell potential with EPS inclusion. In Ameratunga, Jay, Taylor, Brett, & Patten, Matthew (Eds.) 10th Australia New Zealand Conference on Geomechanics 2007 : Common Ground, 21-24 October 2007, Brisbane.

Abstract

This paper describes how three reconstituted soils with PI ranging from the laboratory by mixing fine sand and sodium rich bentonite. A series these soils, which were mixed with recycled Expanded Polystyrene (EPS). By varying the EPS content, compaction tests results indicated that there in the optimum moisture content of the soil – EPS mixes, but with significant reduction in the maximum dry density due to the soil replacement The inclusion of EPS beads significantly reduced the free swell and swell In addition, the test results also showed that the inclusion of recycled volumetric shrinkage and crack intensity of expansive soils. The technique is thus showing great promise in sustainable construction.

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630 since deposited on 11 Feb 2008
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ID Code: 12336
Item Type: Conference Paper
Additional URLs:
Keywords: Expanded polystyrene, EPS, expansive soils, swelling, shrinkage, cracking, crack intensity, soil improvement
ISBN: 9780646479743
Subjects: Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > RESOURCES ENGINEERING AND EXTRACTIVE METALLURGY (091400) > Geomechanics and Resources Geotechnical Engineering (091402)
Divisions: Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering
Copyright Owner: Copyright 2007 (please consult author)
Deposited On: 11 Feb 2008
Last Modified: 29 Feb 2012 23:40

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