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High-strength geopolymer based engineered cementitious composites (ECC) for sustainable and resilient construction

Balamurali Kanagaraj (Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India)
N. Anand (Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India)
Mathew Thomas (FANUC India Private Limited, Bengaluru, India and Operations Management, Indian Institute of Management, Indore, India)
Chin Siew Choo (Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah (UMP SA), Pahang, Malaysia)

Journal of Engineering, Design and Technology

ISSN: 1726-0531

Article publication date: 19 August 2024

62

Abstract

Purpose

The development of high-strength engineered cementitious composite (ECC) gains a significant leap in structural engineering. Engineers have been looking for new formulations that combine outstanding compressive strength with increased flexural resistance. This research focuses on the main characteristics, techniques and prospective applications of high-strength ECC. The proposed work explores the composition of such concrete, emphasizing the use of novel additives, fiber reinforcements and optimal particle packing to produce excellent mechanical characteristics and demonstrating how high-strength ECC contributes to incorporate sustainability by potentially lowering the need for supplemental reinforcing and resulting in a lower environmental effect.

Design/methodology/approach

This research involves on studying the composition of high-strength ECC and geopolymer-based ECC, the use of novel additives, fiber reinforcements and optimal particle packing. It examines the capacity of high-strength ECC to sustain high loads with an allowable deformation without any catastrophic collapse. It discusses the sustainability aspects of high-strength ECC and its potential alternative as geopolymer-based ECC.

Findings

High-strength ECC offers an excellent compressive strength while also providing increased flexural capacity. Employment of copper slag (CS) as a filler material for the production of ECC results in 28.92% lower cost, when compared to the mix developed using conventional river sand. Whereas in the case of geopolymer-based ECC, the cost of production was found to be 31.92% lower than that of the conventional.

Originality/value

High-strength ECC is developed using conventional river sand and industrial by-product, CS as a filler material. The combination of achieving higher compressive strength with an increased use of industrial by-products leads to the development of sustainable high strength ECC. The potential use of high-strength ECC reduces the need for supplementary reinforcing and increases the structural lifetime, resulting in a lower environmental impact.

Keywords

Acknowledgements

The authors are thankful to Consent L.L.C, Dubai, to carry out the project “Innovation in Concrete Technology.”

Citation

Kanagaraj, B., Anand, N., Thomas, M. and Siew Choo, C. (2024), "High-strength geopolymer based engineered cementitious composites (ECC) for sustainable and resilient construction", Journal of Engineering, Design and Technology, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/JEDT-11-2023-0490

Publisher

:

Emerald Publishing Limited

Copyright © 2024, Emerald Publishing Limited

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