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contributor authorD. Nieto; E. Dapena; P. Alaejos; J. Olmedo; D. Pérez
date accessioned2019-03-10T12:18:29Z
date available2019-03-10T12:18:29Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002566.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255293
description abstractThe purpose of this study is to analyze the influence of recycled coarse aggregates (RCA) used to manufacture self-compacting concrete with recycled aggregates (SCRC) by evaluating the characteristics of this concrete, particularly its self-compactibility. Another aim is to determine the simple compressive strength at 28 days and the durability (water penetration and carbonation). The concrete was prepared with different RCA percentages (0%, 20%, 40%, 60%, 80%, and 100%) and water:cement (w/c) ratios of 0.45, 0.50, and 0.55. A constant percentage of superplasticizer was added, and two saturation methods were analyzed with a w/c=0.45 ratio, one before and one during mixing. The results indicate that using up to 20% RCA has little influence on the characteristics of the SCRC, meaning that SCRC can be prepared with up to 40% substitutes, depending on the water:cement ratio.
publisherAmerican Society of Civil Engineers
titleProperties of Self-Compacting Concrete Prepared with Coarse Recycled Concrete Aggregates and Different Water:Cement Ratios
typeJournal Paper
journal volume31
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002566
page04018376
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
contenttypeFulltext


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