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contributor authorXu Liu
contributor authorJin Wu
contributor authorPengpeng Yan
contributor authorWeiyi Ji
date accessioned2022-01-31T23:35:03Z
date available2022-01-31T23:35:03Z
date issued5/1/2021
identifier other%28ASCE%29MT.1943-5533.0003682.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269988
description abstractDue to the limitations of sorting technology, mixed recycled coarse aggregate, which mainly includes recycled concrete coarse aggregate and recycled brick coarse aggregate, accounts for a large proportion of recycled aggregate. This paper proposes a grading method for mixed recycled coarse aggregate to ensure satisfactory concrete performance. Distribution of specific density, saturated surface dry density, water absorption, and crushing value of mixed recycled coarse aggregate, as well as the effect of recycled brick coarse aggregate content, on the four parameters of mixed recycled coarse aggregate are investigated in this paper. The water absorption and crushing value were selected as the main grading indexes of mixed recycled coarse aggregate by using the weighted grey analysis method. According to the analysis results of the nonlinear fitting curves between the property indexes of mixed recycled coarse aggregate (water absorption and crushing value) and the performance parameters of mixed recycled coarse aggregate concretes (cubic compressive strength, prism compressive strength, splitting tensile strength, static modulus of elasticity, and the flexural strength), the mixed recycled coarse aggregates were divided into two categories; Categories I and II are used for structure and nonstructure uses, respectively.
publisherASCE
titleGrading Method of Mixed Recycled Coarse Aggregate
typeJournal Paper
journal volume33
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003682
journal fristpage04021085-1
journal lastpage04021085-12
page12
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 005
contenttypeFulltext


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