Evaluating Recycled Concrete Aggregate and Sand for Sustainable Construction Performance and Environmental Benefits

Author:

Singh Saurabh1ORCID,Singh Suraj Kumar2ORCID,Mahgoub Mohamed3,Mir Shahnawaz Ahmed1,Kanga Shruti4ORCID,Kumar Sujeet5,Kumar Pankaj6ORCID,Meraj Gowhar7ORCID

Affiliation:

1. Department of Civil Engineering, Suresh Gyan Vihar University, Jaipur 302017, India

2. Centre for Sustainable Development, Suresh Gyan Vihar University, Jaipur 302017, India

3. Red Sea Global, An Nakheel, Riyadh 12382, Saudi Arabia

4. Department of Geography, School of Environment and Earth Sciences, Central University, Punjab 151401, India

5. Department of Mechanical Engineering, Vivekananda Global University, Jaipur 302012, India

6. Institute for Global Environmental Strategies, Hayama 240-0115, Japan

7. Department of Ecosystem Studies, Graduate School of Agricultural and Life Sciences, The University of Tokyo, Tokyo 113-8654, Japan

Abstract

This research investigates the potential of utilizing recycled concrete aggregate (RCA) and recycled sand (RS), derived from crushed concrete cubes, as sustainable alternatives in construction materials. The study comprehensively evaluates the properties of RCA and RS, focusing on workability, impact resistance, abrasion resistance, and compressive strength to determine their viability as substitute construction materials. A notable finding is RS’s enhanced fire and heat resistance when used as a fine aggregate in mortar blends, mixed with cement and Sinicon PP in a 3:1 ratio. The experimental analysis included thorough assessments of uniformity, durability, and curing time, alongside Scanning Electron Microscopy (SEM) for structural examination. Results show that RCA has an Aggregate Impact Value (AIV) of 5.76% and a Los Angeles Abrasion Value (LAA) of 21.78%, demonstrating excellent strength of the recycled aggregates. The mortar mix was also prepared using recycled sand, cement, and Sinicon PP, and its stability was confirmed through soundness tests, which resulted in a 0.53 mm expansion and a satisfactory consistency level of 44%. Ultrasonic pulse velocity (UPV) tests also indicated high-quality concrete formation using RCA and RS. SEM imaging corroborated this by revealing a bond between the cement paste and the aggregates. Incorporating RS and RCA in concrete mixtures impressively yielded a compressive strength of 26.22 N/mm2 in M20-grade concrete. The study concludes that using RCA and RS waste materials in the construction sector underlines that sustainable practices can be integrated without compromising material quality. This approach aligns with sustainable development goals and fosters a more environmentally friendly construction industry.

Publisher

MDPI AG

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