Influence of Natural Coarse Aggregate Type on the Transport Properties of Recycled Concrete

Author:

Zega Claudio Javier1,Di Maio Ángel Antonio2,Zerbino Raúl Luis3

Affiliation:

1. CONICET Research, Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica, 52 e/121 y 122 s/n, 1900 La Plata, Argentina (corresponding author).

2. CONICET Research, Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica, 52 e/121 y 122 s/n, 1900 La Plata, Argentina.

3. CONICET Research, Universidad Nacional de La Plata, Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica, 52 e/121 y 122 s/n, 1900 La Plata, Argentina.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. Influence of recycled aggregates on mechanical properties of HS/HPC

2. American Concrete Institute Committee 555R-01. (2002). “Removal and reuse of hardened concrete.” ACI Mater. J. 99(3) 300–323.

3. ASTM. (2003). “Standard test method for compressive strength of cylindrical concrete specimens.” C-39 West Conshohocken PA.

4. Baroghel-Bouny V. (2002). “Which toolkit for durability evaluation as regards chloride ingress into concrete? Part II: Development of a performance approach based on durability indicators and monitoring parameters.” 3rd RILEM Workshop on Testing and Modeling the Chloride Ingress into Concrete RILEM Publishing Madrid Spain.

5. British Standards Institution. (2009). “Testing hardened concrete. Depth of penetration of water under pressure.” BS EN 12390-8 London.

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