Abstract

Recycled coarse aggregates (RCA) and fly ash (FA) are materials with least to very low global warming potential. Considering long term strength and durability, various studies have suggested to use RCA in concrete with FA. This research paper deals with the strength and economic performance of concrete made with individual and combined incorporation of FA and RCA. Nine different mixtures of concrete were prepared by varying the incorporation levels of RCA and FA. 0% RCA, 50% RCA and 100% RCA were used in concrete with three different levels of FA (0%FA, 20%FA, and 40%FA). The compressive strength of each mixture of concrete was determined at the age of 3, 28, 90 and 180 days. To evaluate economic performance cost of 1 m3 of each mixture of concrete was compared to that of the control mixture having 0% RCA and 0% FA. Results showed that RCA was detrimental to the compressive strength of concrete at all ages, whereas, FA reduced early strength but improved the strength at later ages of testing i.e. 90 and 180 days. FA plus RCA mixes also showed lower early age strength but gained higher strength than conventional concrete at the age of 180 days. RCA did not reduce the cost of concrete effectively. FA despite having a very high transportation cost, it reduced the cost of concrete efficiently. FA did not only reduce the cost of binder but also lower the demand of plasticizer by improving workability. Cost to strength ratio (CSR) analysis also indicated that FA significantly improve the combined economic and strength performance of RCA concrete mixes.

Highlights

  • Concrete is used more than any other manmade material in the world due to its unique advantages

  • Researchers have reported that using recycled aggregates as partial or full replacement of natural aggregates can help in reducing the carbon footprint of concrete but some properties like workability, strength, and durability are badly affected [7,8,9,10]

  • Concrete mix ‘C9’ made with 40% fly ash (FA) and 100% Recycled coarse aggregates (RCA) showed a net increase in compressive strength of about 9% w.r.t ‘C1’

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Summary

Introduction

Concrete is used more than any other manmade material in the world due to its unique advantages. Construction and demolition activities generate 90 million tons of waste in major countries around the world i.e. Japan, Europe and USA [3] In this scenario, best practice would be to streamline C&DW into the concrete industry by manufacturing recycled aggregates. Researchers have reported that using recycled aggregates as partial or full replacement of natural aggregates can help in reducing the carbon footprint of concrete but some properties like workability, strength, and durability are badly affected [7,8,9,10]. Longer transportation distances associated with FA may increase its final cost at the hand of consumer Considering these shortcomings of RCA and FA, a CSR analysis may provide a useful tool in order to optimize potential waste materials in concrete

Materials
Composition of Concrete Mixtures
Preparation and Testing of Specimens
Strength Performance
Economic Performance
Workability and Fresh Density
FA-20 RCA-100
Compressive Strength
C6 C8 C9
C2 C3 C4 C5 C6 C7 C8 C9
Combined Performance
Conclusions
Full Text
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