Technical Papers
Jan 23, 2023

Performance Characteristics of Concrete Paver Blocks Incorporating Individual and Combined Fractions of Reclaimed Asphalt Pavement Aggregates under Different Curing Regimes

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 4

Abstract

The present study investigated the performance characteristics of concrete paver block (CPB) mixes with incorporated reclaimed asphalt pavement (RAP) aggregates under different curing regimes, namely, continuous water curing (WC), air curing (AC1 and AC2), intermittent water and air curing (WAC), water spray curing (WSC) and heat curing (HC). Seven CPB mixes were formulated by volumetrically replacing virgin coarse and fine aggregates partially and in combination with coarse RAP, fine RAP, and combined RAP fractions. For better refinement of agglomerated particles present in the RAP and to achieve a dense microstructure, the block specimens were fabricated using a design methodology that included a staged mixing approach and time-controlled compaction simultaneously with a vibratory hammer and table vibrator. Hardened CPB specimens were tested to assess mechanical (compressive, flexural, and tensile splitting strength) and durability (water absorption, porosity, and carbonation) properties of the concrete. CPBs fabricated from the considered RAP-inclusive concrete mixes manifested great potential to be used for pavement applications having medium to very heavy traffic when cured with the WC, WAC, WSC, and AC2 curing regimes. Curing regimes WAC and WSC, which involved a combination of water and air curing, were found to be the most effective for the RAP CPB mixes, resulting in superior strength properties. The presence of carbonation was detected in all the RAP CPB mixes when exposed to air curing (AC2) for a prolonged period of time.

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Data Availability Statement

Data related to the performance characteristics and SEM images that support the findings of the present study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support rendered as a student assistantship by the Ministry of Human Resource Development (MHRD), government of India, for carrying out this research work.

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Journal of Materials in Civil Engineering
Volume 35Issue 4April 2023

History

Received: Jan 5, 2022
Accepted: Jul 13, 2022
Published online: Jan 23, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 23, 2023

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Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India. ORCID: https://orcid.org/0000-0002-1274-079X. Email: [email protected]; [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India (corresponding author). ORCID: https://orcid.org/0000-0002-7002-0993. Email: [email protected]; [email protected]

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  • Composition Migration and Grading Rules of Agglomerate in Reclaimed Asphalt Pavement, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-17525, 36, 5, (2024).

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