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Development of geopolymer cement concrete for highway infrastructure applications

Niragi Dave (Department of Civil Engineering, Pandit Deendayal Petroleum University, Gandhinagar, India)
Vaishali Sahu (Department of Civil and Environmental Engineering, The Northcap University, Gurugram, India)
Anil Kumar Misra (Department of Geology, School of Physical Sciences, Sikkim University, Gangtok, India)

Journal of Engineering, Design and Technology

ISSN: 1726-0531

Article publication date: 5 May 2020

Issue publication date: 26 August 2020

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Abstract

Purpose

The purpose of this work is to study the in-situ performance of ternary geopolymer concrete in road repair work. Geopolymer cement concrete is an attractive alternative to Portland cement concrete owing to environmental, economic and performance benefits. Industrial wastes, such as fly ash (FA) and ground granular blast furnace slag (GGBS), have been extensively used to manufacture unitary and binary geopolymer concrete with heat activation (at different temperature); however, it has indicated a limitation for its application in precast industry only.

Design/methodology/approach

In the present study, efforts have been made to produce a ternary geopolymer concrete mix, using GGBS, FA and Silica fumes (SF) in varied proportion mixed with 8 M sodium hydroxide (NaOH) as alkali activator and cured at ambient temperature. Total ten geopolymer concrete mixes have been prepared and tested for strength and durability properties and compared with control mix of ordinary Portland cement (OPC). Based on the mechanical properties of various mixes, an optimum geopolymer concrete mix has been identified. The control mix and optimum geopolymer have been studied for microstructural properties through scanning electron microscopy.

Findings

The in situ performance of the optimum mix has been assessed when used as a road repair material on a stretch of road. The ternary geopolymer concrete mixes (a) 65% GGBS + 25% FA + 10% SF, (b) 70% GGBS + 20% FA + 10% SF, and (c) 75% GGBS + 15% FA + 10% SF have resulted in good strength at ambient temperature and the mix 75% GGBS + 15% FA + 10% SF have shown good in situ performance when tested for road repair work.

Originality/value

Geopolymer concrete is gaining interest in many fields as an alternative to conventional concrete, as it not only reduces carbon footprint due to huge cement production but also provides a sustainable disposal method for many industrial wastes. This paper focuses on finding some alternative of OPC concrete to reduce dependency on the OPC.

Keywords

Acknowledgements

There is no funding agency for this research work. The authors are grateful to the Pandit Deendayal Petroleum University for their constant support for the experimental work and research. The author would like to thank the co-authors, as without their guidance and support, this work would not possible.

Citation

Dave, N., Sahu, V. and Misra, A.K. (2020), "Development of geopolymer cement concrete for highway infrastructure applications", Journal of Engineering, Design and Technology, Vol. 18 No. 5, pp. 1321-1333. https://doi.org/10.1108/JEDT-10-2019-0263

Publisher

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Emerald Publishing Limited

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