Assessment of the Surface Permeation Properties of Recycled Aggregate Concrete
By R. Zaharieva, François Buyle-Bodin, F. Skoczylas, E. Wirquin. 2003
243 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/c1f6b6b5cd410b7aee47dfeff5b16e084b1069fc
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Assessment of durability of recycled aggregate concrete produced by two-stage mixing approach (2007, background): “Although the adoption of RA will weaken the performance of RAC [24] [32], TSMA helps alleviate the problem as a reduction in the volume of large capillary voids in the paste matrix would certainly reduce the permeability.”
- Influence of silica fume on mechanical and physical properties of recycled aggregate concrete (2015, background): “The heterogeneity influences the characteristics of recycled aggregates and these aggregate properties have a negative influence on recycled aggregate concrete quality such as reduction of the compressive strength, tensile strength due to the increased concrete porosity and a weak aggregate–matrix i”
- Mechanical and durability properties of fly ash geopolymer concrete containing recycled coarse aggregates (2016, background): “…worldwide to investigate new means of recycling it, with the aim of alleviating the pressure on the scarce landfill space available and also as a means to reduce the current reliance on natural aggregates and minerals (Kou et al., 2012; Tabsh and Abdelfatah, 2009; Zaharieva et al., 2003).”
- The effect of superplasticizers on the mechanical performance of concrete made with fine recycled concrete aggregates (2012, background): “In terms of durability it is agreed that concrete made with RCA performs worse [14,15], and therefore should not be exposed to aggressive environments.”
- Durability performance of concrete made with fine recycled concrete aggregates (2010, unknown): “In most codes the use of fine recycled aggregates in concrete production is restricted or even prohibited because of their unsat-isfactory properties [6,7].”
- Durability performance of concrete with recycled aggregates from construction and demolition waste plants (2015, background): “[16] evaluated the capillary water absorption of concrete with fine and coarse RA from a CDW recycling plant.”
- Permeability properties of self-compacting concrete with coarse recycled aggregates (2014, background): “Normally, the water requirement of normal concrete with recycled aggregates is increased, resulting in significant high total water/cement ratio (W/C), regardless of the use of water-reducing admixtures [16].”