A Study on Use of Rice Husk Ash in Concrete

Authors

  • Sanskar Soni Department of Civil Engineering, Amity School of Engineering and Technology, Amity University Uttar Pradesh, Lucknow Campus, India
  • Devesh Ojha Department of Civil Engineering, Amity School of Engineering and Technology, Amity University Uttar Pradesh, Lucknow Campus, India

DOI:

https://doi.org/10.54060/JMCE/001.01.002

Keywords:

Rice Husk Ash, compressive strength, cement, concrete

Abstract

Cement is the cheapest constituent of concrete. Over 5% of worldwide CO2 production is official by cement production. Similarly, due to the order in the fine aggregate. In this work, every second source for fine aggregate as rice husk ash is used. A study on properties of concrete when fine aggregate is in some measurer placed by rice husk ash. Percentage replacement of Fine aggregate with Rice Husk Ash (RHA) is fine aggregate is replaced at 0%,5%,10%, and 15% in a mix of M25 grade of concrete. The strength such as compressive strength is found out at 7, 14, and 28 days. The strength is compared with concrete and the most favorable percentage of replacement of RHA is identified.

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References

A study on use of Rice Husk Ash in concrete,” Journal of Mechanical and Construction Engineering (JMCE), vol. 1, no. 1, pp. 1–4, 2021.

A. Saand, T. Ali, M. A. Keerio, and D. K. Bangwar, “Experimental study on the use of rice husk ash as partial cement replacement in aerated concrete,” Eng. technol. Appl. sci. res., vol. 9, no. 4, pp. 4534–4537, 2019

A. Saand, T. Ali, M. A. Keerio, and D. K. Bangwar, “Experimental study on the use of rice husk ash as partial cement replacement in aerated concrete,” Eng. technol. Appl. sci. res., vol. 9, no. 4, pp. 4534–4537, 2019.

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Published

2021-03-10

How to Cite

[1]
S. Soni and D. Ojha, “A Study on Use of Rice Husk Ash in Concrete”, J. Mech. Constr. Eng., vol. 1, no. 1, pp. 1–4, Mar. 2021.

CITATION COUNT

Issue

Vol. 1 No. 1 (2021)

Section

Short Communication

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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