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contributor authorGabriela Nunes Malysz
contributor authorVanessa Giaretton Cappellesso
contributor authorLaura Silvestro
contributor authorDenise Carpena Coitinho Dal Molin
contributor authorAngela Borges Masuero
date accessioned2022-08-18T12:21:49Z
date available2022-08-18T12:21:49Z
date issued2022/04/23
identifier other%28ASCE%29MT.1943-5533.0004276.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286494
description abstractRecycled coarse aggregates (RCAs) are widely used as a sustainable material in the construction sector. However, the variability of the material is the main factor that limits its use in practice. This paper investigates the effectiveness of RCA selection by an air jigging process in concrete. The performance was assessed with compressive strength and durability indicators from natural and accelerated carbonation tests. The RCA used was provided by two recycling plants. Air jigging technology reduced the mortar and ceramic content in RCA; hence, it increased the strength of the jigged material relative to concrete without air jigged RCA. However, jigging RCA resulted in natural and accelerated carbonation coefficients up to 2.5 times higher than concrete made with natural coarse aggregate. The treatment of RCA by air jigging technology enhanced the properties of concrete, achieving additional benefits compared with nontreated material. Furthermore, the existing models that provide a correlation between accelerated and natural results of carbonation depth and current international standards do not apply to RCA. Therefore, modifications of these models were carried out to enhance the service life prediction of RCA concrete.
publisherASCE
titleNatural and Accelerated Carbonation in Concrete Associated with Recycled Coarse Aggregate Treated by Air Jigging Technology
typeJournal Article
journal volume34
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004276
journal fristpage04022133
journal lastpage04022133-13
page13
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007
contenttypeFulltext


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