The artificial application of crude oil in various percentages in concrete mix constituent to under study the service interaction of concrete in contact with oil was carried out. The research contained herein present the investigation, analysis and comparative results obtained from a total of 96 concrete cubes sample consisting of 12 control cubes, 12 0% contaminated cubes cured in Bodo crude oil water and 72various percentages of crude oil contaminated cubes cured in potable water. The tests conducted were slump and flow rate in terms of freshly mixed concrete and compressive strength in terms of hardened content. The OPC concrete mix which adopted 0.5 water cement ratio was cured for 7, 14, 21 and 28 days in its cubes form and the results obtained indicated that concrete is highly susceptible when in contact with crude oil. Its contact with crude oil causes it to deterioration as well as slow strength development and increased percentage flow rate. The difference between the control mix and the 25% crude oil contamination was 16N/mm2 at 28 days, which explicitly spells out the consequences of crude oil effect on the properties of concrete structures.
Published in | American Journal of Civil Engineering (Volume 3, Issue 5) |
DOI | 10.11648/j.ajce.20150305.16 |
Page(s) | 178-182 |
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), 2015. Published by Science Publishing Group |
Crude Oil, Contaminated Water, Compressive Strength, Slump, Concrete Flow Rate
[1] | Ajagbe, W.O., Omokehinde, S. O., Agbede, O.A. and Alade, G.A. (2011).Effect of Crude Oil Impacted Sand on Compressive Strength of Concrete. Construction Building Materials, Vol. 26, Issue 1 pp 9-12. |
[2] | Abdul-Ahad, R.B. and Muhammed, A.A. (2000).Compressive and Tensile Strength of Concrete Loaded and Soaked in Crude Oil, Engineering Journal of the University of Qatar, Vol. 13, pp 123-140. |
[3] | Onabolu, O. A. (1989). Effect of Hot Crude Oil on Concrete Offshore Storage Application. PhD Thesis, University of London. pp: 298. |
[4] | Matti, A. M. (1976). Some Properties and Permeability of Concrete in Direct Contact with Crude Oil. PhD Thesis, Sheffield University, UK pp: 230. |
[5] | Ukoli, M. K. (2001). Environmental Factors in Management of the Oil and Gas Industry in Nigeria. Posted in web. http://www.warmfloor.co.uk/pages/environmentalpdfbrochure.pdf. |
[6] | So O. and Nwankwo E.(2015).Effect Of Crude Oil Contamination On The Compressive Strength Of Concrete,Nigerian Journal of Technology, Vol. 34, No 2 (2015) pp 259-265 http://dx.doi.org/10.4314/njt.v34i2.7 |
[7] | Akinwumi I. I., Diwa D and Obianigwe N (2014). Effects of Crude Oil Contamination on The Index Properties, Strength and Permeability of Lateritic Clay, International Journal of Applied Sciences and Engineering Research, Vol. 3, Issue 4, 2014, Received on July. 12, 2014; Accepted on August 6, 2014; Published on Aug. 29, 2014 http://DOI:10.6088/ijaser.030400007 |
[8] | Wasiu A., Olusola S., Gabriel A. and Oluwole A. (2012). Effect of Crude Oil Impacted Sand on Compressive Strength of Concrete, Journal of Construction and Building Materials, 2012; 26(1):9–12.University of Ibadan, Ibadan, Nigeria http://DOI: 10.1016/j.conbuildmat.2011.06.028 |
[9] | British Standard Institution (1983).Method for Determination Slump Test. (BS 1881: Part 102) London: British Standard Institution. |
[10] | British Standard Institution (1983).Method for Making Test Cubes from Fresh Concrete. (BS 1881: Part 1). London: British Standard Institution. |
[11] | British Standard Institution (1989). Method for Determination Particle Size Distribution. (BS 1881: Part 103).London: British Standard Institution. |
[12] | British Standard Institution (1983).Method for Determination Flow Table test. (BS 1881: Part 105) London: British Standard Institution. |
[13] | British Standard Institution (1983).Method for Determination Compressive Strength of Concrete Cubes from Fresh Concrete. (BS 1881: Part 116).London: British Standard Institution. |
[14] | Ejeh, S. P. and Uche, O. A. (2009).Effect of Crude Oil Spill on Compressive Strength of Concrete Materials. J Appl Sci Res: 17, 55-61. |
[15] | Bangham, D. H. (1936).The Swelling and Shrinkage of Porous Materials and the Role of Surfaces in Determining Technical Strength. Symposium, Society of Chemical Industry; London. pp 269-333. |
APA Style
George Abednego, Onungwe Ishmael, Oba Achemie, Akpan Paul, Sarogoro Samuel. (2015). Effects of Crude Oil Contaminant on the Engineering Properties of Concrete. American Journal of Civil Engineering, 3(5), 178-182. https://doi.org/10.11648/j.ajce.20150305.16
ACS Style
George Abednego; Onungwe Ishmael; Oba Achemie; Akpan Paul; Sarogoro Samuel. Effects of Crude Oil Contaminant on the Engineering Properties of Concrete. Am. J. Civ. Eng. 2015, 3(5), 178-182. doi: 10.11648/j.ajce.20150305.16
AMA Style
George Abednego, Onungwe Ishmael, Oba Achemie, Akpan Paul, Sarogoro Samuel. Effects of Crude Oil Contaminant on the Engineering Properties of Concrete. Am J Civ Eng. 2015;3(5):178-182. doi: 10.11648/j.ajce.20150305.16
@article{10.11648/j.ajce.20150305.16, author = {George Abednego and Onungwe Ishmael and Oba Achemie and Akpan Paul and Sarogoro Samuel}, title = {Effects of Crude Oil Contaminant on the Engineering Properties of Concrete}, journal = {American Journal of Civil Engineering}, volume = {3}, number = {5}, pages = {178-182}, doi = {10.11648/j.ajce.20150305.16}, url = {https://doi.org/10.11648/j.ajce.20150305.16}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150305.16}, abstract = {The artificial application of crude oil in various percentages in concrete mix constituent to under study the service interaction of concrete in contact with oil was carried out. The research contained herein present the investigation, analysis and comparative results obtained from a total of 96 concrete cubes sample consisting of 12 control cubes, 12 0% contaminated cubes cured in Bodo crude oil water and 72various percentages of crude oil contaminated cubes cured in potable water. The tests conducted were slump and flow rate in terms of freshly mixed concrete and compressive strength in terms of hardened content. The OPC concrete mix which adopted 0.5 water cement ratio was cured for 7, 14, 21 and 28 days in its cubes form and the results obtained indicated that concrete is highly susceptible when in contact with crude oil. Its contact with crude oil causes it to deterioration as well as slow strength development and increased percentage flow rate. The difference between the control mix and the 25% crude oil contamination was 16N/mm2 at 28 days, which explicitly spells out the consequences of crude oil effect on the properties of concrete structures.}, year = {2015} }
TY - JOUR T1 - Effects of Crude Oil Contaminant on the Engineering Properties of Concrete AU - George Abednego AU - Onungwe Ishmael AU - Oba Achemie AU - Akpan Paul AU - Sarogoro Samuel Y1 - 2015/11/16 PY - 2015 N1 - https://doi.org/10.11648/j.ajce.20150305.16 DO - 10.11648/j.ajce.20150305.16 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 178 EP - 182 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20150305.16 AB - The artificial application of crude oil in various percentages in concrete mix constituent to under study the service interaction of concrete in contact with oil was carried out. The research contained herein present the investigation, analysis and comparative results obtained from a total of 96 concrete cubes sample consisting of 12 control cubes, 12 0% contaminated cubes cured in Bodo crude oil water and 72various percentages of crude oil contaminated cubes cured in potable water. The tests conducted were slump and flow rate in terms of freshly mixed concrete and compressive strength in terms of hardened content. The OPC concrete mix which adopted 0.5 water cement ratio was cured for 7, 14, 21 and 28 days in its cubes form and the results obtained indicated that concrete is highly susceptible when in contact with crude oil. Its contact with crude oil causes it to deterioration as well as slow strength development and increased percentage flow rate. The difference between the control mix and the 25% crude oil contamination was 16N/mm2 at 28 days, which explicitly spells out the consequences of crude oil effect on the properties of concrete structures. VL - 3 IS - 5 ER -