Experimental Investigation of the Effect of Sisal Fiber on the Partially Replaced Cement with Groundnut Shell Ash in Concrete

  • John Sani Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
  • Jacob Oyeniyi Afolayan Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
  • U N Wilson Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
  • OC Eze Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
  • J Nyeri Department of Civil Engineering, Nigerian Defence Academy, Kaduna, Nigeria.
DOI: https://doi.org/10.34118/jbms.v7i2.775

Abstract

An investigation on the effect of sisal fiber on the partially replaced cement with Groundnut Shell Ash in Concrete was carried out. Sisal fiber of 3.5cm length which forms 1% of the mix by weight with groundnut shell ash as a partial replacement for cement was used in preparing the concrete specimen. Compressive strength test was carried out using 0%, 5%, 10%, 15%, 20%, 25% and 30% of Groundnut shell ash as replacement of cement at different curing ages of 7, 14, 21 and 28 days. It was observed that at 7 and 14days of curing, it is needless introducing the GSA since the maximum compressive strength obtained were at 0% GSA. At 21 and 28days of curing, a considerable increase in compressive strength was observed for 5% and 10% of GSA. However, 5% of GSA can be regarded as the optimum content since it gives the maximum compressive strength value of 30.1N/mm2 at 28days of curing. This is followed by 10% replacement of GSA yielding 28.10N/mm2 and then 0% GSA replacement yielding 25.01N/mm2.

References

ACI Committee 544 (2002). Design considerations for steel Fiber Reinforced Concrete, ACI 544.4R-88. American Concrete Institute, ACI Farmington Hills

Alabadan, B. A., Njoku, C. F., & Yusuf, M. O. (2006). The potentials of groundnut shell ash as concrete admixture. Agricultural Engineering International: CIGR Journal. Manuscript BC 05 012, Vol. VIII.

ASTM C150: (2020). Standard Specification for Portland cement, American Society for Testing and Materials.

BS 4550 Part 3 (1978): Method of testing cement, British Standard Institution, Milton Keynes, London.

Buari, T. A., Ademola, S. A., & Ayegbokiki, S. T. (2013). Characteristics Strength of groundnut shell ash (GSA) and Ordinary Portland cement (OPC) blended Concrete in Nigeria. IOSR Journal of Engineering (IOSRJEN), 3(7), 1-7.

Ikumapayi, C. M. (2018). Properties of groundnut shell (Arachis hypogaea) ash blended Portland cement. Journal of Applied Sciences and Environmental Management, 22(10), 1553-1556.

Mujedu, K. A., & Adebara, S. A. (2016). The Use of Groundnut Shell Ash as a Partial Replacement for Cement in Concrete Production''. International Journal of Sciences, Engineering and Environmental Technology (IJOSEET), 1(3), 32-39.

Olutoge, F. A., Buari, T. A., & Adeleke, J. S. (2013). Characteristics strength and durability of groundnut shell ash (GSA) blended cement concrete in sulphate environment. International Journal of Scientific and Engineering, 4(7), 2122-2134.

Sani, J. E., Afolayan, J. O., Chukwujama, I. A., & Yohanna, P. (2017). Effects of wood saw dust ash admixed with treated sisal fibre on the geotechnical properties of lateritic soil. Leonardo Electronic Journal of Practices and Technologies, (31), 59-76.

Sani, J. E., Hadiza, A. and Rintong, I. B. (2019). Effect of Inclusion of Randomly Oriented Jute Fibre Reinforcement on the Compressive Strength of Concrete. Nigerian Building and Road Research Institute International Conference Series. Theme: Construction Practices in Nigeria: Issues, Prospects & Solutions 2 – 4 July, NAF Conference Centre, Kado, Abuja, Nigeria, Book of Abstracts, p. 37.

Published
2021-01-12
How to Cite
Sani, J., Afolayan, J. O., Wilson, U. N., Eze , O., & Nyeri , J. (2021). Experimental Investigation of the Effect of Sisal Fiber on the Partially Replaced Cement with Groundnut Shell Ash in Concrete. Journal of Building Materials and Structures, 7(2), 255-261. https://doi.org/10.34118/jbms.v7i2.775
Issue
Vol 7 No 2 (2020)
Section
Original Articles

Copyright (c) 2021 Journal of Building Materials and Structures

Creative Commons License

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

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.