2018
DOI: 10.1016/j.hya.2017.04.023
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Proportioning, fresh-state properties and rheology of self-compacting concrete with fine recycled aggregates

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Cited by 16 publications
(19 citation statements)
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“…The amount of cement and W/C ratio limit values established by EHE-08 were complied with. According to the conclusions of other experimental studies [15,19], the adequate composition is Firstly, the mixer was moistened with water to prevent accumulation. The coarse natural and/or recycled aggregates were added from largest to smallest and later sand was added and then mixed for 10 s. The cement and filler were added and mixed for three minutes, slowly pouring in the mixing water with half of the superplasticizer, with time beginning upon completely pouring in the mixing water.…”
Section: Compositionmentioning
confidence: 99%
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“…The amount of cement and W/C ratio limit values established by EHE-08 were complied with. According to the conclusions of other experimental studies [15,19], the adequate composition is Firstly, the mixer was moistened with water to prevent accumulation. The coarse natural and/or recycled aggregates were added from largest to smallest and later sand was added and then mixed for 10 s. The cement and filler were added and mixed for three minutes, slowly pouring in the mixing water with half of the superplasticizer, with time beginning upon completely pouring in the mixing water.…”
Section: Compositionmentioning
confidence: 99%
“…According to the conclusions of other experimental studies [15,19], the adequate composition is somewhat enhanced and different from the one obtained by the strict use of the Okamura method [51]. Many of the tests consulted use cement contents ranging from 285 kg/m 3 to 440 kg/m 3 and compensating this range of values with more or less fine particles [11,19,26]. Other authors use 52.5 cement since its greater fineness helps with the workability and flow.…”
Section: Compositionmentioning
confidence: 99%
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“…Recycled aggregates originating from these heterogeneous wastes are frequently considered to be a secondary material of residual value; recycled mixed aggregates are thus commonly destined for backfilling or other low level construction applications, with very restricted use and therefore reduced opportunities for valorization. Some recent studies, however, have demonstrated that recycled aggregates can produce quality concretes inter alia [4,5,6,7,8,9].…”
Section: Introductionmentioning
confidence: 99%