Effect of Curing and Mixing Methods on the Compressive Strength of Mortar Containing Oil
DOI:
https://doi.org/10.33736/jcest.143.2015Abstract
Oil contaminated fine aggregate is a major environmental concern and can arise as a by product of industrial activities (e.g. oil well drilling and land contamination). Cement–based stabilisation/solidification of oil contaminated materials is an emerging technology however there are some issues that have not been fully addressed. This paper reports the results of a study conducted to investigate the effect of different curing and mixing methods on cement solidification and its consequent effect on the compressive strength of the resultant cementitious product. This work has been done to address leaching concerns during the curing period. The normal curing method for samples to be tested for compressive strength is lime saturated water. However, this method invalidates any subsequent leaching tests. Accordingly, bag curing (BC) and lime saturated water curing (LSW) have been applied using mortar mixed with mineral oil up to 10% by sand mass under water wet (WW) or oil wet (OW) mixing methods. The results indicate that development in 28 day compressive strength can be achieved without applying water by external means if the moisture movement from the mortar samples is prohibited, irrespective of the mixing methods used.
References
A. AL-Tabbaa, A. S. Perera,"Stabilisation/solidification treatment and remediation. Part IV: Testing and performance criteria," In Proceedings of the International Conference on Stabilisation/Solidification Treatment and Remediation, Cambridge, UK, 2005, pp. 415- 435.
https://doi.org/10.1201/9781439833933.pt4
M. R. Aminur, M. R. Harunur, D. C. L. Teo and M. M. Abu Zakir, "Effect of aggregates and curing conditions on the compressive strength of concrete with age," UNIMAS e-Journal of Civil Engineering, vol. 1, issue. 2, pp. 1- 6, 2010.
https://doi.org/10.33736/jcest.71.2010
A. M. Neville, Properties of Concrete. 4th and Final ed. UK: Pearson Education Limited, 2009.
M. Safiuddin, S. N. Raman, and M. F. M. Zain, "Effect of different curing methods on the properties of microsilica concrete,"Australian Journal of Basic and Applied Sciences, vol. 1, issue. 2, pp. 87-95, 2007.
N. Gowripalan, J. G. Cabrera, A. R, Cusens and P. J. Wainwright, "Effect of curing on durability,"in Durable Concrete (ACI Compilation 24), American Concrete Institute, Michigan: Farmington Hills, January 1992, pp. 47-54.
M. F. M. Zain and Y. Matsufuji,"The influence of curing methods on the physical properties of high strength concrete exposed to medium temperature (20-50 ºC), "In the proceeding of the 5th international Conference on Concrete Engineering and Technology, Kuala Lumpur, Malaysia, 1997.
A. S. Al-Gahtani, "Effect of curing methods on the properties of plain and blended cement concretes,"Construction and Building Materials, vol. 24, pp. 308-314, 2010.
https://doi.org/10.1016/j.conbuildmat.2009.08.036
M. N. Qureshi and S. Ghosh, "Effect of curing conditions on the compressive strength and microstructure of alkali-activated GGBS paste," International Journal of Engineering Science Invention, vol. 2, issue. 2, pp. 24 -31, 2013.
K. Tan and O. E. Gjorv, "Performance of concrete under different curing conditions," Cement and Concrere Research, vol. 26, issue. 3, pp. 355-361, 1996.
https://doi.org/10.1016/S0008-8846(96)85023-X
AS 3922, "Portland and blended cements," Standards Australia International Ltd, 2010.
AS 1141,"Method for sampling and testing aggregates. Method 11.1: Particle size distribution - sieving method," Standards Australia International Ltd, 2009.
AS 2350.12, "Methods of testing portland, blended and masonry cements. Method 12 : Preparation of a standard mortar and moulding of specimens," Standards Australia International Ltd, 2006.
ASTM C109/C109M, "Standard test method for compressive strength of hydraulic cement mortars (using 50 mm cube specimens),"ASTM International, 2008
M. Safiuddin, S. N. Raman and M. F.M. Zain, "Effect of different curing methods on the properties of microsilica concrete," Australian Journal of Basic and Applied Sciences, vol. 2, issue. 1, pp. 87-95, 2007.
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