Engineering Behavior of a Sand Reinforced with Plastic Waste

Author:

Consoli Nilo Cesar1,Montardo Júlio Portella2,Prietto Pedro Domingos Marques3,Pasa Giovana Savitri4

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. Andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.

2. Research Assistant, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. Andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.

3. Associate Professor, School of Engineering and Architecture, Catholic Univ. of Pelotas, Rua Félix da Cunha, 412, 96010-000, Pelotas, Rio Grande do Sul, Brazil.

4. Research Assistant, Dept. of Production Engineering, Federal Univ. of Rio Grande do Sul, Praça, Argentina, 9, Sala 402, 90040-020, Porto Alegre, Rio Grande do Sul, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference42 articles.

1. Triaxial Testing of Naturally Cemented Carbonate Soil

2. Behavior of granular soils reinforced with discrete randomly oriented inclusions

3. American Society for Testing and Materials (ASTM). (1990a). “Standard test method for compressive strength of molded soil-cement cylinders.” ASTM D 1633-84 Philadelphia.

4. American Society for Testing and Materials (ASTM). (1990b). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C 496-90 Philadelphia.

5. Beckwith G. H. and Hansen L. A. (1982). “Calcareous soils of the southwestern United States.” Proc. Geotech. Properties Behavior and Perf. of Calcareoius Soils American Society for Testing and Materials West Conshohocken Pa. Vol. 1 16–35.

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