Investigation on Strength of Concrete with Addition of Fly Ash and Natural Fiber

N. Chandramohan; S. Loganayagan; S. Sridhar; M. Poornima

doi:10.21741/9781644901953-18

Investigation on Strength of Concrete with Addition of Fly Ash and Natural Fiber

N. Chandramohan, S. Loganayagan, S. Sridhar, M. Poornima

Abstract. Green buildings are becoming rising trends in the construction industries. Now-a-days the construction projects focus on the use of recycled and efficient materials in order to reduce the emission of carbon-di-oxide. Our objective is to make a product using fly ash and naturally available material like coconut fiber and rice husk ash which can be used as admixtures with cement. These substitute materials are quickly available in many areas at low cost. They are eco-friendly and also can reduce environmental pollution. They are renewable and less weight. Fibers have been used in the construction field for a long time. The usage of fibers in addition with construction materials like cement can promote eco-friendly and sustainable solutions. Our definitive target is to explore the effectiveness of fiber, rice husk ash and fly ash in concrete for structures. This project primarily centers the investigation of impacts of replacement of the concrete with various rates of fly ash and naturally available materials like rice husk ash and coconut fiber.

Keywords
Green Buildings, Coconut Fiber, Rice Husk Ash, Eco-Friendly and Sustainable Solution

Published online , 15 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: N. Chandramohan, S. Loganayagan, S. Sridhar, M. Poornima, Investigation on Strength of Concrete with Addition of Fly Ash and Natural Fiber, Materials Research Proceedings, Vol. 23, pp 133-147, 2022

DOI: https://doi.org/10.21741/9781644901953-18

The article was published as article 18 of the book Sustainable Materials and Smart Practices

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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