A Review on Strength of Concrete in Marine Structures

Authors

  • Yash Upadhyay

DOI:

https://doi.org/10.3759/joost.v5i3.270

Abstract

Several billion tons of water is annually used as mixing, curing and cleaning around the world, in concrete industry. As there is a scarcity of fresh drinkable water around the world; so there is a need to save fresh water and hence possibilities of using seawater as mixing as well as curing water should be investigated seriously. Additionally, if use of seawater as concrete material is permitted, it will be very convenient and economical in the construction; especially in the coastal works. However; most of the reinforced concrete codes do not permit the use of seawater due to risk of early corrosion of reinforcement. The effect of seawater on concrete deserves special attention as the coastal and offshore structures are exposed to simultaneous action of a number of physical and chemical deterioration processes. Moreover, 80 percent of the earth is covered by seawater either directly or indirectly (e.g. winds can carry sea water spray up to a few miles in land from the coast). Concrete piers, decks, break-water, and retaining walls are widely used in the construction of harbors and docks. The use of concrete offshore drilling platforms and oil storage tanks is already on the increase. This paper illustrates the various research and their results that were carried out earlier on the experimental studies on the strength of concrete in seawater.

References

Akinkurolere, O. O., Jiang, C and

Shobola O. M. (2007) “The Influence of Salt Water on the Compressive

Strength of Concrete”, Journal of Engineering and Applied Sciences, Vol. 2 No. 2, pp. 412 - 415.

Akinsola Olufemi Emmanuel., Fatokun Ajibola Oladipo & Ogunsanmi Olabode E., (2012) “Investigation of salinity effect on compressive strength of reinforced Concrete”, Journal of

Sustainable Development; Vol. 5, No. 6; Published by Canadian Center of Science and Education.

Bella, M., & Fabuss, T. (1989). Properties of Seawater. 1st Edition Academic Press Boston.

Bryant, M. (1964). Effects of Seawater on Concrete. Miscellaneous paper no 6-690, U.S. Army Engineers, Waterways experiment station, Corps of Engineers, Vicks berg, Mississippi.

E. M. Mbadike (2011),“Effect of salt water in the production of concrete”, Nigerian Journal of Technology, Vol. 30, No. 2

Falah M. Wegian; (2010), “Effects of sea water for mixing and curing

on structural concrete Studies”, The

IES Journal Part A: Civil & Structural Engineering, Vol .3, No.4, pp 235 – 243.

Gani, S.J. (1997). Cement and concrete (1st Ed) Chapman & Halls. Pp:149-169.

Gayner. J.F.C. (1979) "Concrete in hot climates”. Precast concrete

Vol.10,No.4,pp.169-172.

Hoff, G.C. (1991). Durability of

offshore and marine concrete structures; 2nd international conference, 1991 pp.33-64.

Kaushik, S. K. and Islam S. (1995), "Suitability of seawater for mixing structural concrete exposed to a marine environment", Cement & concrete composites, Vol.17, No.3, pp.177-185.

Lee, C. and Lee M. G. (1997). "Effect of fly ash and corrosion inhibitor on reinforced concrete in marine environments", Special publication of American concrete institute, No.SP-170 Vol.1, pp.141-156.

Liu, H., Tai, N., and Lee, W., 2002 Effect of seawater on compressive strength of concrete cylinder reinforced by non-adhesive wound hybrid polymer composites. Composites Science and Technology, 62(16), 2131-2141.

Published

2018-12-03

Issue

Section

Review Article