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This study addresses the properties of self-compacting concretes (SCCs) produced with recycled coarse aggregates (RCAs) and/or recycled fine aggregates (RFAs) compared to SCCs with natural aggregates (NAs).
Application of the recycled aggregate is a promising technology for resource saving and low environmental impacts, which is more effectively performed when recycled fine aggregate is used in addition to recycled coarse aggregate.
Concrete mixes were prepared with 50% recycled fine aggregate (RFA) and 50% natural fine aggregates.
However, only the tensile strength of the mix prepared with 25% recycled fine aggregates was comparable to that of the control concrete.
The alternative materials tested were fly ash as binder for cement replacement, recycled fine aggregate originating from mixed construction and demolition waste and steel slag as coarse aggregate.
This study proposed an innovative method to utilize alum sludge as a partial replacement of recycled fine aggregate for producing controlled low strength material (CLSM).
Similar(26)
Waste CRT glass containing heavy metals was recycled as fine aggregate for concrete; the durability of the concrete was investigated by performing freeze-thaw resistance, sulfate attack, and chloride ion penetration measurement.
Everything was recycled: the fine cinder-dust was used to make bricks or sold as fertiliser, the bones went to the soap boiler, old linens were made into paper, the metals were melted down, even the pelts from dead cats had a price.
Larger size dredged sea soil (often referred to as dredged sea sand) can be recycled as fine aggregates or be used for land reclamation (Tsuchida and Kang 2003; Watabe et al. 2004).
The present study investigates the performance of self-compacting concrete (SCC) and self-compacting sand concrete (SCSC) incorporating recycled concrete fines and aggregate under different sulphate environments.
Seven different concrete mixes were cast to test these hardened properties: a conventional reference concrete and six concrete mixes with replacement ratios of 20%, 50 % and 100 of natural fine aggregates by either fine recycled brick aggregates or fine recycled sanitary ware aggregates.
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