Using fine recycled concrete aggregate for mortar production
By Catarina Neno, Jorge de Brito, R. Veiga. 2013
183 citations recorded by the source corpus.
This research assessed the performance of mortars in which recycled concrete aggregates (RCA) was a component. It replaced natural sand but kept the same particle size distribution. Three mortars were produced with replacement ratios of 20%, 50% and 100% as well as a reference mortar containing no recycled aggregate. The compressive and flexural strength, water absorption by capillarity, drying capacity and susceptibility to cracking of these mortars were analyzed first. Then, based on these results, the most satisfactory replacement ratio was chosen and the following properties were analyzed: water retentivity, shrinkage, adhesive strength, modulus of elasticity, and water vapor permeability. Somewhat surprisingly the best results in the first stage occurred for 20% and 100% replacement ratios, leading to a cautious choice of the 20% ratio for the second stage. Generally the mortar with 20% replacement ratio performed better than the reference mortar, except for adhesive strength and dimensional stability.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/2eeaeb86aa8eef8a656f8233a81fb177616ef8ff
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Rheological behaviour of concrete made with fine recycled concrete aggregates – Influence of the superplasticizer (2015, methodology): “The fine fraction has also been used in the manufacture of mortar [13,14].”