Technical Papers
Mar 26, 2024

Characteristic Study of Polycarboxylate Ether Sand as a Potential Substitute for Natural River Sand in the Construction Industry

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 6

Abstract

The extreme demand for aggregate leads to the exploitation of riverbeds for fine aggregates, affecting the environment adversely. Therefore, a suitable alternative to natural river sand is essentially required. This study focuses on preventing environmental impact by developing polycarboxylate ether (PCE) sand to replace natural river sand (NRS). Development of polycarboxylate ether (PCE) sand by mixing high-volume fly ash, bottom ash, cement, natural river sand, and locally purchased high-solid-content polycarboxylate ether–based superplasticizer (HSPCE). All the physical and chemical properties of PCE sand were observed and satisfied the requirement of current standards. PCE sand yields a good specific gravity of 2.31 and is classified as Zone I sand with a satisfactory friction angle (37°) compared with NRS and geopolymer fly ash sand (GFS). Although the water absorption (6.83%) and pH (12.18) are slightly more than those of GFS and NRS, the alkali silica reaction and soundness are well within the permissible limit as per Indian standards. The chemical analysis by X-ray fluorescence showed the presence of high amounts of SiO2 and Al2O3 with magnitudes of 58.879%, and 26.77%, respectively. Finally, the compressive strength of M25 grade concrete using PCE sand and GFS was observed to be 87.51% and 83.82% with respect to NRS after 28 days, respectively. The results of this study indicate that PCE sand can be a good alternative to NRS for construction work because it not only reduces the environmental effect due to sand mining but also focuses on utilizing fly ash and bottom ash.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was conducted at Concrete Technology Laboratory, VNIT Nagpur. The authors humbly acknowledge the assistance provided by lab staff while carrying out this testing work. The author also acknowledges the help offered by the Material Engineering Centre, VNIT Nagpur.
Author contributions: Abhishek Khupsare: Methodology, Investigation, Formal analysis, Resources, Data curation, Writing–original draft and editing, Visualization. Ajay Parmar: Methodology, Investigation, Formal analysis, Resources, Data curation, Writing–original draft and editing, Visualization. Ajay K. Agarwal: Methodology, Resources, Writing–review and editing. Swapnil P. Wanjari: Methodology, Resources, Writing–review and editing.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 6June 2024

History

Received: Sep 7, 2023
Accepted: Nov 22, 2023
Published online: Mar 26, 2024
Published in print: Jun 1, 2024
Discussion open until: Aug 26, 2024

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Abhishek Khupsare [email protected]
Research Scholar, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India (corresponding author). Email: [email protected]
Ajay Parmar [email protected]
Postgraduation Research Scholar, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. Email: [email protected]
Ajay K. Agarwal [email protected]
Associate Professor, Dept. of Mining Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. Email: [email protected]
Swapnil P. Wanjari [email protected]
Assistant Professor, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. Email: [email protected]

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