Strength Study of Concrete Made with Various Local Sands in Benin City, Nigeria

Article Preview

Abstract:

The paper focuses on the effect which varying the type of sand used in concrete will have on the compressive strength of concrete and seeks to determine the suitability of each sand for use in concrete works. The sand samples used include Okhoro, Ikpoba, Ovia and Okhuahiaerosion sands and Ikpoba, Ovia and Okhuahia river sands. Particle size distribution of the sands was first determined and the result was used to design grades 20, 25, and 30 concretes to Department of Environment (DOE) mix design method. Twelve cubes were cast from one particular sand sample and three cubes were tested at 7, 14 and 28 days for each grade of concrete respectively .The result revealed that the sand samples that are well graded gave the highest compressive strength; while the poorly graded sands gave lower strengths. Okhuahia river sand gave the strongest concrete followed by Ikpoba, and Ovia river sands, Okhuahia, Ikpoba, Ovia and Okhoro erosion sands. Particle size distribution within a sand zone probably did not affect strength but the impurity content did. However, the inter-zonal differences in particle sizes probably did affect strength. The result also showed that only the river sands and Okhuahia erosion sand are good for concrete making.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 18-19)

Pages:

21-26

Citation:

Online since:

June 2007

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2007 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Logan. "Concrete strength study: http: /oas. okstate. edu/ojas/logan. htm(2000).

Google Scholar

[2] F.H.T. Rhodes. Sand, Geography, 1972ed. p.103 (1972).

Google Scholar

[3] O.E. Alutu and A. Omorogie The influence of fine aggregates combination on particle size distribution, grading parameters and compressive strength of sandcrete blocks, Canadian Journal of Civil Engineering (in press) (2004).

DOI: 10.1139/l06-059

Google Scholar

[4] British Standards Institution BS 882: M52: Grading Limits for fine aggregates, BSI, London.

Google Scholar

[5] A.M. Nikzafri. Influence of aggregate properties on strength of concrete". http: /www. geocities. com/nikzafri/conagg. html, (2000).

Google Scholar

[6] K. Okolie and C. Akagau. Quantity control in building delivery process, Nigerian Institute of Architects (NIA), Enugu State, vol. 3 pp.37-45 (1994).

Google Scholar

[7] British Standards Institution BSI 112: Part 1: Sampling, shape, size and classification,. BSI. London, (1975).

Google Scholar

[8] A.M. Neville. Properties of concrete, Third Edition ELBS/Longman, Singapore. (1981).

Google Scholar

[9] N. Jackson and R. Dhir. Civil Engineering materials, Macmillan PressLtd. London. (1996).

Google Scholar

[10] British Standards Institution BS 812: Part 103: 1985: Method for determination of particle size distribution,. BSI. London (1985).

Google Scholar

[11] A. M. Neville and J.J. Brooks Concrete Technology, Longman Scientific and Technical, England.

Google Scholar

[12] British Standards Institution BS1881: Part 108: 1983: Method for making test cubes from fresh concrete, BSI. London. (1983).

Google Scholar

[13] British Standards Institution BS1881: Part 116: 1983: Method for determination of compressive strength of concrete cubes, BSI. London. (1983).

Google Scholar