2008
DOI: 10.1016/j.buildenv.2007.01.008
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Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties

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Cited by 215 publications
(83 citation statements)
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“…Aiming at improving the performance of RAC, other researchers have examined the utilization of ne and ultra ne reactive cementitious materials such as y ash, ground granulated blast furnace slag, and silica fume in RAC [1,5,10,[12][13][14]. It is reported that these materials help to improve the performance of RAC due to the pozzolanic reaction and the lling ability resulting in a dense microstructure and strong ITZ [1,9,10].…”
Section: Introductionmentioning
confidence: 99%
“…Aiming at improving the performance of RAC, other researchers have examined the utilization of ne and ultra ne reactive cementitious materials such as y ash, ground granulated blast furnace slag, and silica fume in RAC [1,5,10,[12][13][14]. It is reported that these materials help to improve the performance of RAC due to the pozzolanic reaction and the lling ability resulting in a dense microstructure and strong ITZ [1,9,10].…”
Section: Introductionmentioning
confidence: 99%
“…Their physical, mechanical and chemical properties and the standards applied are summarized in Table 1 (Table 1) was determined to be of good quality due to an acceptable level of impurities, except for 1.8% of asphalt. The particle size distribution of both aggregates, shown in Figure 1, was continuous, ensuring that the aggregate would have a positive effect on the workability of the concrete (41). With regard to fines content, RCA had not a high proportion of fine particles.…”
Section: Methodsmentioning
confidence: 96%
“…Gonzalez-Fonteboa and Martinez-Abella (41) showed that lowering the total water content reduces the amount of free water in the mixture and increases resistance. However, an excessive decrease in free water can reduce RC resistance due to the poor hydration of cement particles, which affects the workability of the mix (58).…”
Section: Compressive Strengthmentioning
confidence: 99%
“…In this way, the shape index of recycled and natural coarse aggregate is similar. According to the studies checked (12,38,39,48,53,57,61,97,142,177,178), this index presents a range of values from 0.14 to 0.47 when recycled aggregate is analysed and from 0.19 to 0.58 for natural aggregate. In general, the limit established in the Spanish specification (169) can be fulfilled without any problem.…”
Section: Shape and Particle Size Distributionmentioning
confidence: 99%