Yam Peels are the wastes produced when yam are processed for human consumption. This research investigated the structural strength characteristics of concrete with Yam peel ash (YPA) used as partial substitute for cement. The YPA was subjected to pozzolanicity and setting time tests to ascertain it potential as a pozzolan. Water/cement ratio of 0.6 was used to produce the blended concrete of mix 1:2:4, 1:3:6, 1:4:8 by which cement was replaced partially by YPA at 5%, 10%, 15% and 20% replacement by weight of cement. A total of 64 concrete cubes of size 50×50×50mm were molded and cured for 7, 14, 21 and 28 days. While 36 concrete beams of size 50×50×150mm were molded and cured for 7 and 28days. The workability, compressive strength and flexural test were conducted. The result revealed that the water/cement ratio is adequate to make the blended concrete workable. The best 28th day compressive strength of the blended concrete was observed for mix ratio of 1:3:6 at 5% YPA replacement of cement with a value of 9.857N/mm2, an approximate 64% of the strength of the concrete without replacement of cement. The best flexural strength of the concrete was observed at mix ratio of 1:2:4 at 5% YPA replacement with a value of 5.112N/mm2, an approximate 97% of the strength of the concrete without replacement of cement. The result further revealed that the increase in %YPA replacement of cement does not have any significant effect on the density of the test specimens of the blended concrete.
| Published in | American Journal of Construction and Building Materials (Volume 5, Issue 1) |
| DOI | 10.11648/j.ajcbm.20210501.13 |
| Page(s) | 15-21 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Yam Peels Ash, Cement, Compressive Strength, Flexural Strength, Concrete
| [1] | Wa’el Alaghbari, Azizah Salim and Kamariah Dola (2009): Housing shortage for low-income in Yemen: Causes and suggestions. International Journal of Housing Markets and Analysis. 2 (4) 363-372. |
| [2] | Igwe, P. U., Okeke C. A., Onwurah, K. O., Nwafor, D. C. and Umeh, C. N. (2017). A review of housing problems. International Journal of Environment, Agriculture and Biotechnology (IJEAB), 2 (6) 3092-3099. |
| [3] | Ofuyatan, O., Ede, A., Olofinade, R., Oyebisi, S., Alayande, T. and Ogundipe J. (2018). Assessment of strength properties of cassava peel ash concrete. International Journal of Civil Engineering and Technology (IJCIET). 9 (1), 965-974. |
| [4] | Olubajo, O. O. (2020). Effect of saw dust ash and eggshell powder on the properties of cement blends. The American Journal ofConstruction and Building Materials. 4 (2), 88-99. doi: 10.11648/j.ajcbm.20200402.16. |
| [5] | Olubajo, O. O., Nuuman, A. and Likita, N. S. (2020). The effect of sugarcane bagasse ash on the properties of Portland limestone cement. The American Journal ofConstruction and Building Materials. 4 (2), 77-87. doi: 10.11648/j.ajcbm.20200402.15. |
| [6] | Anosike, M. N. and Oyebade, A. A. (2012). Sandcrete blocks and quality management in Nigeria Building Industry. Journal of Engineering, Project, and Production Management, 2 (1), 37-46. |
| [7] | Dung, N. T., Hooper, T. J. N and Unluer, C. (2019). Accelerating the reaction kinectics and improving the performance of Na2CO3-activated GGBS mixes. Cement and Concrete Research, 126, 1-13. |
| [8] | Manasseh, J. (2010). A review of partial replacement of cement with some agro wastes. Nigerian Journal of Technology, 29 (2), 12-20. |
| [9] | De Sensale, G. R. (2006). Strength development of concrete with rice husk ash. Cement and Concrete Composites, 28 (2), 158-160. |
| [10] | Chao-Lung, H., Le Anh-Tuan, B., and Chun-Tsun, C. (2011). Effect of rice husk ash on the strength and durability characteristics of concrete. Construction and building materials. 25 (9), 3768-3772. |
| [11] | Ahmad, D. A. and Ado, M. (2016). Investigation in to the use of plantain peels ash as an admixture in concrete. International Journal of Engineering Science and Computing, 6 (5), 5377-5380. |
| [12] | Salau, M. A., Ikponmwosa, E. E. and Olonode K. A. (2012). Structural strength characteristics of cement-cassava peel ash blended concrete. Civil and Environmental Research, 2 (2), 68-77. |
| [13] | Raheem, S. B., Arubike E. D., Awogboro, O. S. (2015). Effects of cassava peel ash (CPA) as alternative binder in concrete. International Journal of Constructive Research in Civil Engineering (IJCRCE). 1 (2), 27-32. |
| [14] | Amartey, Y. D., Taku, J. K. and Sada, B. H. (2017). Optimization model for compressive strength of sandcrete blocks using cassava peel ash (CPA) blended cement mortar as binder. Kathmandu University Journal of Science, Engineering and Technology, 13 (2), 1-14. |
| [15] | Adesanya, D. A. & Raaheem, A. A. (2009). A study of the workability and compressive strength characteristics of corn cob ash blended cement concrete. Construction and Building Materials, 23 (1), 311-317. |
| [16] | Ezeh, (1992), Economic of yam flour production; implications for research and development, and promotion of yam-based industries in Nigeria. Tropical Agriculture (Trindad), 69 (1), 51-57. |
| [17] | Nweke, F. I., Uguwu, B. O. and Asadu C. L. A. and Ay, P. (1991), Production costs in the yam-based cropping systems of southeastern Nigeria. Resource of Crop Management Programme (RCMP) Research Monograph Number 6 RCMP, IITA Ibadan, Nigeria, pp 29. |
| [18] | Fasina, O.(2014), Energy potential of yam and plantain peels. Agricultural Engineering International: CIGR Journal, 16 (2), 53-58. |
| [19] | Habeeb G. A, Fayyah M. M., (2009), Rice husk ash Concrete: the effect of RHA average particle size on mechanical properties and drying shrinkage. Australian Journal of Basic and Applied Science, 3 (3), 1616-1622. |
| [20] | BS 1881-102: 1993. Method for determination of slump. |
| [21] | BS1881- 107: 1993. Method for determination of density of compacted fresh concrete. |
APA Style
Waheed Oyelola Balogun, Oluwaseun Olatunji Otunola. (2021). The Use of Yam Peel Ash as Partial Replacement of Cement Towards Achieving Low Cost Housing. American Journal of Construction and Building Materials, 5(1), 15-21. https://doi.org/10.11648/j.ajcbm.20210501.13
ACS Style
Waheed Oyelola Balogun; Oluwaseun Olatunji Otunola. The Use of Yam Peel Ash as Partial Replacement of Cement Towards Achieving Low Cost Housing. Am. J. Constr. Build. Mater. 2021, 5(1), 15-21. doi: 10.11648/j.ajcbm.20210501.13
AMA Style
Waheed Oyelola Balogun, Oluwaseun Olatunji Otunola. The Use of Yam Peel Ash as Partial Replacement of Cement Towards Achieving Low Cost Housing. Am J Constr Build Mater. 2021;5(1):15-21. doi: 10.11648/j.ajcbm.20210501.13
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Download@article{10.11648/j.ajcbm.20210501.13,
author = {Waheed Oyelola Balogun and Oluwaseun Olatunji Otunola},
title = {The Use of Yam Peel Ash as Partial Replacement of Cement Towards Achieving Low Cost Housing},
journal = {American Journal of Construction and Building Materials},
volume = {5},
number = {1},
pages = {15-21},
doi = {10.11648/j.ajcbm.20210501.13},
url = {https://doi.org/10.11648/j.ajcbm.20210501.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20210501.13},
abstract = {Yam Peels are the wastes produced when yam are processed for human consumption. This research investigated the structural strength characteristics of concrete with Yam peel ash (YPA) used as partial substitute for cement. The YPA was subjected to pozzolanicity and setting time tests to ascertain it potential as a pozzolan. Water/cement ratio of 0.6 was used to produce the blended concrete of mix 1:2:4, 1:3:6, 1:4:8 by which cement was replaced partially by YPA at 5%, 10%, 15% and 20% replacement by weight of cement. A total of 64 concrete cubes of size 50×50×50mm were molded and cured for 7, 14, 21 and 28 days. While 36 concrete beams of size 50×50×150mm were molded and cured for 7 and 28days. The workability, compressive strength and flexural test were conducted. The result revealed that the water/cement ratio is adequate to make the blended concrete workable. The best 28th day compressive strength of the blended concrete was observed for mix ratio of 1:3:6 at 5% YPA replacement of cement with a value of 9.857N/mm2, an approximate 64% of the strength of the concrete without replacement of cement. The best flexural strength of the concrete was observed at mix ratio of 1:2:4 at 5% YPA replacement with a value of 5.112N/mm2, an approximate 97% of the strength of the concrete without replacement of cement. The result further revealed that the increase in %YPA replacement of cement does not have any significant effect on the density of the test specimens of the blended concrete.},
year = {2021}
}
TY - JOUR T1 - The Use of Yam Peel Ash as Partial Replacement of Cement Towards Achieving Low Cost Housing AU - Waheed Oyelola Balogun AU - Oluwaseun Olatunji Otunola Y1 - 2021/04/30 PY - 2021 N1 - https://doi.org/10.11648/j.ajcbm.20210501.13 DO - 10.11648/j.ajcbm.20210501.13 T2 - American Journal of Construction and Building Materials JF - American Journal of Construction and Building Materials JO - American Journal of Construction and Building Materials SP - 15 EP - 21 PB - Science Publishing Group SN - 2640-0057 UR - https://doi.org/10.11648/j.ajcbm.20210501.13 AB - Yam Peels are the wastes produced when yam are processed for human consumption. This research investigated the structural strength characteristics of concrete with Yam peel ash (YPA) used as partial substitute for cement. The YPA was subjected to pozzolanicity and setting time tests to ascertain it potential as a pozzolan. Water/cement ratio of 0.6 was used to produce the blended concrete of mix 1:2:4, 1:3:6, 1:4:8 by which cement was replaced partially by YPA at 5%, 10%, 15% and 20% replacement by weight of cement. A total of 64 concrete cubes of size 50×50×50mm were molded and cured for 7, 14, 21 and 28 days. While 36 concrete beams of size 50×50×150mm were molded and cured for 7 and 28days. The workability, compressive strength and flexural test were conducted. The result revealed that the water/cement ratio is adequate to make the blended concrete workable. The best 28th day compressive strength of the blended concrete was observed for mix ratio of 1:3:6 at 5% YPA replacement of cement with a value of 9.857N/mm2, an approximate 64% of the strength of the concrete without replacement of cement. The best flexural strength of the concrete was observed at mix ratio of 1:2:4 at 5% YPA replacement with a value of 5.112N/mm2, an approximate 97% of the strength of the concrete without replacement of cement. The result further revealed that the increase in %YPA replacement of cement does not have any significant effect on the density of the test specimens of the blended concrete. VL - 5 IS - 1 ER -
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