Effect of Detergent on Concrete prepared with Periwinkle shell as Coarse Aggregate

Article Preview

Abstract:

The use of the periwinkle shell in the production of lightweight concrete has been studied and accepted to be used for concrete works. Hard water containing detergent-like chemicals has been observed to be used in mixing locally produced concrete. This exploratory study is on the effect of water mixed with detergent in a concrete prepared with the periwinkle shell as a coarse aggregate. A total of 27 concrete cubes of size 150mmx150mmx150mm were prepared in the laboratory with a mix ratio of 1:2:4. A water-cement ratio of 0.4 was used with the addition of detergent at varying percentages (0%, 0.3% and 0.6). The cubes were cured in water and tested at 7days, 14days and 28days respectively. Laboratory tests, which includes bulk density, specific gravity, grain size analysis, slump and the compressive strength test was carried out on the aggregates and concrete. The periwinkle shell had a bulk density of 1440kg/m3and a specific gravity of 2.50. The workability tested revealed that the slump values increased with increase in the percentages of detergent. The compressive strength at 28days and at 0.3% and 0.6% were 12.58N/mm2 and 14.06N/mm2 respectively. It was observed that the compressive strength decreased with the addition of detergent because of the tiny air bubbles introduced into the concrete by the detergent. From the results of the study, it can safely be concluded that the use of detergent contaminated water in concrete production will reduce its compressive strength and increase its workability.

You might also be interested in these eBooks

Info:

Periodical:

Materials Science Forum (Volume 1034)

Pages:

179-186

Citation:

Online since:

June 2021

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2021 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. I. Akpabot, A.N. Ede, O.M. Olofinnade, G.O. Bamigboye. Predicting buildings collapse due to seismic action in Lagos state. International Journal of Engineering Research in Africa, ISSN: 1663-4144, vol. 37, (2018) 91-102.

DOI: 10.4028/www.scientific.net/jera.37.91

Google Scholar

[2] A.P. Adewuyi, T. Adegoke. Exploratory study of Periwinkle Shells as Coarse Aggregates in Concrete works. ARPN Journal of Engineering and Applied Science, 3 (6),1-5, (2008).

Google Scholar

[3] A.N. Ede, G.O. Bamigboye, O.M. Olofinnade, K.K Shittu. Influence of Portland cement brands and aggregates sizes on the compressive strength of normal concrete. Materials Science Forum 866 (2016) pp.78-82.

DOI: 10.4028/www.scientific.net/msf.866.78

Google Scholar

[4] M.A.O Badmus, T.O.K Audu, B.U Anyata, Removal of Lead Ion from Industrial Wastewaters by Activated Carbon prepared from Periwinkle Shell (Typanotonus Fuscatus). Turkish Journal of Engineering and Environmental Science 31, 251-263, (2007).

DOI: 10.1007/s11814-007-5049-5

Google Scholar

[5] A.N Ede, G. Praise, A.I Akpabot, S. Oyebisi, O. Olofinnade, D. Nduka. Review of the Properties of Lightweight Aggregate Concrete Produced from Recycled Plastic Waste and Periwinkle Shells, International Conference on Material Engineering and Application, Ota, (2020).

DOI: 10.4028/www.scientific.net/kem.876.83

Google Scholar

[6] A.I Akpabot, A.N Ede, O. Olofinnade, G. Bamigboye. Risks of seismic activities in built environment in Nigeria. International Journal on Environment and Sustainable Development, vol. 18, (2019) 259-270.

DOI: 10.1504/ijesd.2019.10022557

Google Scholar

[7] K.P Mehta, J.M Paulo Monteiro (2006), Concrete Microstructure, Properties, and Materials.

Google Scholar

[8] A.A Umoh, K.O Olusola. Effect of Different Sulphate Types and Concentrations on Compressive Strength of Periwinkle Shell Ash Blended Cement, International Journal of Engineering & Technology IJET-IJENS 12(5), 10-17, (2012).

DOI: 10.7492/ijaec.2012.023

Google Scholar

[9] B.I.O Dahunsi, J.A Bamisaye, Use of Periwinkle Shell Ash (PSA) as Partial Replacement for Cement in Concrete. Proceedings the Nigerian Materials Congress and Meeting of Nigerian Materials Research Society, Akure, Nov.11 – 13, pp.184-186, (2002).

Google Scholar

[10] A.N. Ede, O.M. Olofinnade, G.O. Bamigboye, K.K. Shittu, E.I. Ugwu. Prediction of fresh and hardened properties of normal concrete via choice of aggregate sizes, concrete mix-ratios and cement, International Journal of Civil Engineering and Tech., Vol. 8, No. 10, (2017) p.288–301.

DOI: 10.4028/www.scientific.net/msf.866.78

Google Scholar

[11] J Osarenmwinda, A. Awaro. The potential use of periwinkle shell as coarse aggregate for concrete. Advanced Materials Research, 62, 39-43, (2009).

DOI: 10.4028/www.scientific.net/amr.62-64.39

Google Scholar

[12] L.O Ettu. Reinvestigation of the prospects of using periwinkle shell as partial replacement for granite. International journal of engineering science invention, Vol. 3, (2013).

Google Scholar