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Geotechnical and Geological Engineering

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02-03-2020 | State-of-the-Art Review

A Review of the Studies on Soil-EPS Composites: Beads and Blocks

Authors: Aghileh Khajeh, Reza Jamshidi Chenari, Meghdad Payan

Published in: Geotechnical and Geological Engineering | Issue 4/2020

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Abstract

Expanded polystyrene (EPS) is a polymeric material whose low density and high strength/density ratio has made it renowned to be used as a lightweight geosynthetic in the embankments and retaining structures to enhance the slope stability and reduce the lateral earth pressure. Besides, due to its low heat transfer coefficient and flexibility, it is geared to being used as a sound heat insulator in the building construction. So far, particular attention has been paid to the use of EPS as a lightweight material in different types of soils to both make the composite cost-effective and modify its mechanical properties, which ultimately provides the target strength. The present paper investigates the effects of EPS incorporation into different sorts of mixtures through reviewing the most prominent studies over EPS beads and blocks subjected to static and cyclic loadings. Having a comprehensive review throughout the literature, the study proposes some practical essential topics to be pursued for further research which the current literature lacks. Correlation of some useful mechanical parameters of EPS-soil mixtures, simultaneous use of EPS beads with petroleum derivatives and performance of some complementary static and cyclic tests are amongst them.

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Title: A Review of the Studies on Soil-EPS Composites: Beads and Blocks
Authors: Aghileh Khajeh
Reza Jamshidi Chenari
Meghdad Payan
Publication date: 02-03-2020
Publisher: Springer International Publishing
Published in: Geotechnical and Geological Engineering / Issue 4/2020
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-020-01252-2

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