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Utilization of Co-Fired Blended Ash and Chopped Basalt Fiber in the Development of Sustainable Mortar

Author

Listed:
  • Kunal M. Shelote

    (Department of Civil Engineering, VNIT, Nagpur 440010, India)

  • Hindavi R. Gavali

    (Department of Civil Engineering, VNIT, Nagpur 440010, India)

  • Ana Bras

    (Built Environment and Sustainable Technologies (BEST) Research Institute, Liverpool John Moores University, Liverpool L3 3AF, UK)

  • Rahul V. Ralegaonkar

    (Department of Civil Engineering, VNIT, Nagpur 440010, India)

Abstract

Excessive consumption of cement in construction materials has resulted in a negative impact on the environment. This leads to the need of finding an alternative binder as a sustainable construction material. Different wastes that are rich in aluminosilicates have proved to be a valuable material for alkali-activated product development, which contains zero cement. Alkali-activated products are claimed to be sustainable and cost-effective. In the present study, alkali-activated reinforced masonry mortar was developed using locally available industrial waste (co-fired blended ash—CBA). Appropriate mortar design is one of the key challenges as connections between two structural elements play a significant role in building construction. The mortar designed with suitable fiber reinforcement shall significantly help to enhance the fresh, mechanical, durability, and dynamic properties. Chopped basalt fibers (CBFs) obtained from basalt rock are one of the eco-efficient fibers applied as a reinforcing material. The present study checked the feasibility of novel industrial waste-co-fired blended ash (CBA) in the development of alkali-activated masonry mortar and reinforced alkali-activated mortar. In view of sustainable construction material design, the study elaborated the application of chopped basalt fibers (CBFs) in alkali-activated mortar design. The mortar cubes were cast and tested for various properties with varying percentages of chopped basalt fibers (0.5%, 1%, and 1.5%). The results suggest that developed mortars were able to achieve higher compressive strength (10–18 MPa) and flexural strength (3–3.5 MPa). Further, based on the properties of developed alkali-activated reinforced mortar, masonry prisms were cast and evaluated for the bond strengths (flexural and shear) of masonry. The optimum properties of alkali-activated mortar were found for the mix design of alkali activator to solid ratio of 0.40 and 0.5% CBF percentage. Application of CBF in CBA alkali-activated reinforced masonry mortar proved to be an efficient construction material with no cement.

Suggested Citation

  • Kunal M. Shelote & Hindavi R. Gavali & Ana Bras & Rahul V. Ralegaonkar, 2021. "Utilization of Co-Fired Blended Ash and Chopped Basalt Fiber in the Development of Sustainable Mortar," Sustainability, MDPI, vol. 13(3), pages 1-19, January.
    • Handle: RePEc:gam:jsusta:v:13:y:2021:i:3:p:1247-:d:486848
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    References listed on IDEAS

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    1. Osama Ahmed Mohamed, 2019. "Effect of Mix Constituents and Curing Conditions on Compressive Strength of Sustainable Self-Consolidating Concrete," Sustainability, MDPI, vol. 11(7), pages 1-16, April.
    2. Haider Mahmood & Tarek Tawfik Yousef Alkhateeb & Maleeha Mohammed Zaaf Al-Qahtani & Zafrul Allam & Nawaz Ahmad & Maham Furqan, 2020. "Urbanization, Oil Price and Pollution in Saudi Arabia," International Journal of Energy Economics and Policy, Econjournals, vol. 10(2), pages 477-482.
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    1. Iman Faridmehr & Chiara Bedon & Ghasan Fahim Huseien & Mehdi Nikoo & Mohammad Hajmohammadian Baghban, 2021. "Assessment of Mechanical Properties and Structural Morphology of Alkali-Activated Mortars with Industrial Waste Materials," Sustainability, MDPI, vol. 13(4), pages 1-25, February.
    2. Mazen J. Al-Kheetan & Juliana Byzyka & Seyed Hamidreza Ghaffar, 2021. "Sustainable Valorisation of Silane-Treated Waste Glass Powder in Concrete Pavement," Sustainability, MDPI, vol. 13(9), pages 1-14, April.

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