2018
DOI: 10.1016/j.conbuildmat.2017.09.137
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Enhancing mechanical and durability properties of recycled aggregate concrete

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Cited by 399 publications
(126 citation statements)
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“…With an increase in coarse RA content there was an increase in workability, except for A100%, which still has a significantly higher slump than A0%. These results correlate with Dimitriou et al who investigated the treatment of RCA by washing the aggregates and achieved an increase in workability due to the cleaner and rounder RCA aggregates. The higher slumps for concrete containing coarse RA may also be attributed to the loss of finer materials.…”
Section: Resultssupporting
confidence: 87%
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“…With an increase in coarse RA content there was an increase in workability, except for A100%, which still has a significantly higher slump than A0%. These results correlate with Dimitriou et al who investigated the treatment of RCA by washing the aggregates and achieved an increase in workability due to the cleaner and rounder RCA aggregates. The higher slumps for concrete containing coarse RA may also be attributed to the loss of finer materials.…”
Section: Resultssupporting
confidence: 87%
“…The hesitation to adopt a reclaimer can be partly attributed to the limited amount of information available on RAs . Utilization of RAs in concrete applications can be considered an alternative source for aggregates due to having noticeable potential for economical savings and reduction of environmental impacts, thus it appears to be worth investigating .…”
Section: Introductionmentioning
confidence: 99%
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“…is will also alleviate disposal problem of this waste product. A number of studies have been reported in the available literature regarding the use of demolished concrete as aggregate [2][3][4][5][6][7][8][9][10][11][12][13]. However, many of those studies have found degradation in mechanical and durability properties when natural aggregate (NA) was replaced by decreased compressive strength, indirect shear strength, and modulus of elasticity in recycled aggregate concrete (RAC) observed by Rahal [3].…”
Section: Introductionmentioning
confidence: 99%
“…Nowadays, a lot of researches about the high-volume mineral admixture concrete have been done. Some studies have shown that the chloride diffusion coefficient is decreasing with the proportion of mineral admixture [5]. Other studies [6], which are focus about durability of the high-volume mineral admixture concrete cured for 7 days, 28 days and 90 days.…”
Section: Introductionmentioning
confidence: 99%