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Durability performance of concrete made with fine recycled concrete aggregates
Authors:L Evangelista  J de Brito
Affiliation:1. Instituto Superior de Engenharia de Lisboa, R. Conselheiro Emídio Navarro, 1, 1950-062 Lisboa, Portugal;2. Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisboa, Portugal;1. Civil Engineering, Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal;2. Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal;3. Director of Applying Concrete Knowledge, 1A Blakeney Avenue, Birmingham, UK;1. College of Civil Engineering, Hunan University, Changsha, Hunan, 410082, China;2. WOWA International Engineering & Consulting Co. Ltd, Shenzhen, Guangzhou, 518067, China;3. College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, China;1. ICIST, DECivil, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1049-001 Lisbon, Portugal;2. ICIST, Instituto Superior de Engenharia de Lisboa, R. Conselheiro Emídio Navarro, 1, 1950-062 Lisbon, Portugal;3. Área de Ingeniería de la Construcción, EPS de BELMEZ, Universidad de Córdoba, Córdoba, Spain
Abstract:Fine recycled aggregates are seen as the last choice in recycling for concrete production. Many references quote their detrimental influence on the most important characteristics of concrete: compressive and tensile strength; modulus of elasticity; water absorption; shrinkage; carbonation and chloride penetration. These two last characteristics are fundamental in terms of the long-term durability of reinforced or prestressed concrete. In the experimental research carried out at IST, part of which has already been published, different concrete mixes (with increasing rates of substitution of fine natural aggregates – sand – with fine recycled aggregates from crushed concrete) were prepared and tested. The results were then compared with those for a reference concrete with exactly the same composition and grading curve, but with no recycled aggregates. This paper presents the main results of this research for water absorption by immersion and capillarity, chloride penetration (by means of the chloride migration coefficient), and carbonation resistance, drawing some conclusions on the feasibility of using this type of aggregate in structural concrete, while taking into account any ensuing obvious positive environmental impact.
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