Temporal flowability evolution of slag-based self-compacting concrete with recycled concrete aggregate

نویسندگان

چکیده

The addition of by-products, such as recycled concrete aggregate and ground granulated blast furnace slag, modify the in-fresh flowability ordinary self-compacting both initially over time. A detailed study is presented in this paper 18 mixtures (SF3 slump-flow class) containing 100% coarse aggregate, two types cement (CEM I or CEM III/A, latter with 45% slag), different contents fine (0, 50, 100%), three powders (ultra-fine limestone powder <0.063 mm, fines 0/0.5 mm). temporal evolution slump flow, viscosity, passing ability, values segregation resistance, air content, fresh hardened density, compressive strength were evaluated all mixtures. III/A improved initial flow ability by 6%, due to their higher proportion fines. Nevertheless, loss within 60 min was 5.8% lower when adding natural I. Viscosity content increased 26% on average following additions unlike slag. Flowability mm. According multi-criteria analyses, 50% mm showed an optimal balance between (SF2 class after mixing process), strengths (around MPa), carbon footprints. • Effect binder type, RCA, SCC. GGBFS RCA worsened it long term. Loss statistically predicted from aggregates’ water absorption. Placement SCC high amounts waste production feasible. Optimum sustainability behavior RCA.

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ژورنال

عنوان ژورنال: Journal of Cleaner Production

سال: 2021

ISSN: ['0959-6526', '1879-1786']

DOI: https://doi.org/10.1016/j.jclepro.2021.126890