Effects on concrete durability of using recycled ceramic aggregates

By J. Correia, Jorge de Brito, A. Pereira. 2005

251 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ca8fd8ea9471813cc4ed80bebd94dcfe170b3fdb

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Jorge de Brito
2. R. Silva
3. R. Dhir
4. L. Evangelista
5. Miguel Bravo
6. J. Pontes
7. M. Gomes
8. A. Kliszczewicz

In Civil and Structural Engineering

1. Jorge de Brito
2. R. Silva
3. R. Dhir
4. L. Evangelista
5. Miguel Bravo
6. J. Pontes
7. M. Gomes
8. A. Kliszczewicz

Citations in the corpus

• Comparative Tests of Beams and Columns Made of Recycled Aggregate Concrete and Natural Aggregate Concrete (2007, background): “As to the effects on concrete durability of using recycled ceramic aggregates related to long-term concrete durability (Correia et al. 2006), marble and granite waste aggregates can be used to improve the mechanical properties, workability and chemical resistance of the conventional concrete…”
• The influence of the use of recycled aggregates on the compressive strength of concrete: a review (2015, unknown): “…Cachim, 2009; Casuccio, Torrijos, Giaccio, & Zerbino, 2008; Chen et al., 2003; Choi & Yun, 2012; Corinaldesi, 2010; Corinaldesi & Moriconi, 2007; Correia et al., 2006; Dapena, Alaejos, Lobet, & Pérez, 2011; Debieb & Kenai, 2008; Dhir et al., 1999; Dhir & Paine, 2007; Dhir, Paine, & O’Leary,…”
• Durability performance of concrete with recycled aggregates from construction and demolition waste plants (2015, background): “[7] evaluated concrete mixes with 100% of coarse brick RA.”
• Tensile strength behaviour of recycled aggregate concrete (2015, background): “This was observed in all publications studied [26-66].”
• Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance (2009, methodology): “Correia et al. [ 5 ] determined the water absorption (by immersion and by capillarity) of a RC and three RAC in which the NCA were replaced with 1/3, 2/3 and 3/3 of ceramic coarse aggregates from crushed bricks (CBRA), with the same flow value and effective water/cement ratio as the RC. The grading ”