Technical Papers
Jun 19, 2024

Durability of Green Concrete Composed of Fly Ash, GGBS, Quarry Dust, and RCA after Acid Exposure

Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 4

Abstract

Green concrete utilizes industrial waste resources as fine and coarse aggregates, to partially replace cement in concrete using supplemental cementitious materials. The primary goal of the present study was to explore the acid durability of green concretes with different compressive strengths of 30 and 40 MPa. In green concrete, fly ash and ground granulated blast furnace slag (GGBS) were adopted as SCMs, and quarry dust (QD) and recycled coarse aggregates (RCA) were adopted as replacements for fine and coarse aggregates, respectively. The acid durability assessment was carried out by immersing concrete cubes in H2SO4 and HCl solutions followed by residual compressive strength comparison. For comparative study purposes, the same grades of ordinary concrete were prepared, tested, and subjected to similar acid exposure. The microstructural investigation was also accomplished by employing field emission scanning electron microscopy (FE-SEM) analysis and energy-dispersive X-ray spectroscopy (EDS). It was found that concrete with 30% GGBS and 20% fly ash and the remaining 50% ordinary portland cement as cementitious materials along with 40% QD and 30% RCA as aggregate replacements gives adequate compressive strength and performs better in aggressive environments as compared to traditional concrete. These mixes were found to have denser microstructures with silica-rich, calcium silicate hydrate (C-S-H) gel.

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Data Availability Statement

No data, models, or code were generated or used during the study.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 29Issue 4November 2024

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Received: Nov 10, 2023
Accepted: Mar 7, 2024
Published online: Jun 19, 2024
Published in print: Nov 1, 2024
Discussion open until: Nov 19, 2024

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Parameshwar Hiremath [email protected]
Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Srinagar, Srinagar, Jammu and Kashmir 19006, India. Email: [email protected]
Master’s Student, Dept. of Civil Engineering, National Institute of Technology Srinagar, Srinagar, Jammu and Kashmir 19006, India. ORCID: https://orcid.org/0009-0006-1111-7548. Email: [email protected]
Doctoral Candidate, Dept. of Civil Engineering, National Institute of Technology Srinagar, Srinagar, Jammu and Kashmir 19006, India (corresponding author). ORCID: https://orcid.org/0000-0003-2340-1520. Email: [email protected]
Pradeep Kankeri [email protected]
Assistant Professor, Dept. of Civil Engineering, Gati Shakti Vishwavidyalaya “A Central University under the Ministry of Railways”, Vadodara, Gujarat 390004, India. Email: [email protected]

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