Porosity of recycled concrete with substitution of recycled concrete aggregate: An experimental study
By J. M. Gómez-Soberón. 2002
648 citations recorded by the source corpus.
In this paper, we present the experimental analysis of samples of recycled concrete (RC) with replacement of natural aggregate (NA) by recycled aggregate originating from concrete (RCA). The results of the tests of mechanical properties of RC were used for comparison with tests of mercury intrusion porosimetry (MIP), in which the distribution of the theoretical pore radius, critical pore ratio, the surface area of the concrete, threshold ratio and average pore radius were studied at ages of 7, 28 and 90 days. The results showed some variation in the properties of the RC with respect to ordinary concrete. Porosity increases considerably when NA is replaced by RCA. Additionally, a reduction in the mechanical properties of the RC is seen compared with ordinary concrete when porosity increases.
Subfields: Building and Construction, Industrial and Manufacturing Engineering
View Paper: https://www.semanticscholar.org/paper/f23892925e02f2c0a9c250b150b5a73416e74de7
How researchers see this paper
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In Building and Construction
- Jorge de Brito
- L. Evangelista
- J. R. Jiménez
- F. Agrela
- João Castro-Gomes
- M. S. D. Juan
- Lou Cong
- Sumeda Paranavithana
In Industrial and Manufacturing Engineering
Citations in the corpus
- The influence of the use of recycled aggregates on the compressive strength of concrete: a review (2015, neutral): “…Paine, & O’Leary, 2003; DomingoCabo et al., 2009; Dosho, 2007; Etxeberria et al., 2007; Evangelista & de Brito, 2007, 2010; Ferreira et al., 2011; Gómez-Soberón, 2002; Gonçalves, Esteves, & Vieira, 2004; González-Fonteboa & Martínez-Abella, 2004; Jau, Fu, & Yang, 2004; Kenai, Debieb, & Azzouz,…”