Applicability of the Expanded Polystyrene as a Soil Improvement Tool

Author:

Silveira Mariana Vela1,Calheiros Alena Vitková2,Casagrande Michéle Dal Toé3

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rua Marquês de São Vicente, 225, Gávea, Rio de Janeiro, RJ 22451-900, Brazil (corresponding author).

2. Master, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rua Marquês de São Vicente, 225, Gávea, Rio de Janeiro, RJ 22451-900, Brazil.

3. Full Professor, Dept. of Civil and Environmental Engineering, Univ. of Brasília, Campus Darcy Ribeiro, Asa Norte, Brasília, DF 70910-900, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Abdelrahman G. 2009. “Lightweight mixture using clay EPS-beads and cement.” In 17th Int. Conf. in Soil Mechanics and Geotechnical Engineering 2256–2259. Amsterdam Netherlands: IOS Press. https://doi.org/10.3233/978-1-60750-031-5-2256.

2. Abdelrahman G. H. Mohamed and H. Ahmed. 2013. “New replacement formations on expansive soils using recycled EPS beads.” In Proc. 18th ICSMGE 3167–3170. London: International Society for Soil Mechanics and Geotechnical Engineering.

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