Technical Papers
Dec 14, 2013

Some Considerations for Applicability of Seawater as Mixing Water in Concrete

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 7

Abstract

According to the report of the World Meteorological Organization (WMO), more than half of the world’s population will not have enough drinking water by 2025. To save drinking water, use of seawater in the concrete industry seems imperative. In the present study, the possibilities of seawater as a material of concrete are discussed as a result of the literature-based and experimental investigations. From the results of the literature-based study, more than half of the papers collected in this study had positive opinions about concrete mixed with seawater by adding the mineral admixture such as blast furnace slag (BFS). In addition, some results of long-term exposure tests indicated the high possibility of using seawater as a material of concrete. The experimental data obtained in this study indicated that the addition of BFS might contribute significantly to the corrosion resistance of steel bar, because of the low oxygen environment around steel bar and chloride immobilization.

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References

Akira, Y. (2012). “Long term durability of concrete mixed with seawater in tidal zone.” Proc., Annual Conf. of JCI, Vol. 34, Japan Concrete Institute, Tokyo (in Japanese).
David, H. (2013). “Ancient Roman concrete could hold secrets to improving modern construction.” Civ. Eng., 83(9), 44–45.
Fukudome, K. (2013). “Effect of NaCl on strength development in concrete with high volume fly ash.” Proc., Annual Conf. of JCI, Vol. 35, Japan Concrete Institute, Tokyo (in Japanese).
Fukute, T., et al. (1990). “Study on the durability of concrete mixed with seawater.” Rep. of the Port and Harbour Research Institute, Ministry of Transport, 29(3), 57–59 (in Japanese).
Gayner, J. F. C. (1979). “Concrete in hot climates.” Precast Concr., 10(4), 169–172.
Gonzàlez, J. A., et al. (1998). “Protection of steel embedded in Chloride-containing concrete by means of inhibitors.” Cem. Concr. Res., 28(4), 577–589.
Horii, K., et al. (2007). “Investigation of strength development of concrete made by waste materials and utilization of bamboo reinforcement.” Proc., Japan Concrete Institute, 29(2), 481–486 (in Japanese).
Jensen, H.-U., and Pratt, P. L. (1988). “The effect of fly ash on the hydration of cements at low temperature mixed and cured in seawater.” Symp. on Fly Ash and Coal Conversion by-Products: Characterization, Utilization and Disposal (4th), Materials Research Society, PA, 279–289.
Kaushik, S. K., and Islam, S. (1995). “Suitability of seawater for mixing structural concrete exposed to a marine environment.” Cem. Concr. Compos., 17(3), 177–185.
Kobayashi, K. (1984). “Deterioration mechanism of concrete structures due to steel corrosion.” Dobokuseko, 25(9), 20–26 (in Japanese).
Lee, C., and Lee, M. G. (1997). “Effect of fly ash and corrosion inhibitor on reinforced concrete in marine environments.” Durability of Concrete, Proc., 4th CANMET/ACI Int. Conf., 1(SP-170), American Concrete Institute, 141–156.
Mori, Y., et al. (1981). “10 years exposure test of concrete mixed with seawater under marine environment.” J. Cem. Assoc., 35, 341–344 (in Japanese).
Nakajima, T., et al. (1981). “Influence of seawater on corrosion generation and properties of concrete.” Proc., Japan Concrete Institute, Vol. 3, Japan Concrete Institute, Tokyo, 165–168 (in Japanese).
Neville, A. (2001). “Seawater in the mixture.” Concr. Int., 23(1), 48–51.
Nippon Slag Association. (2012). “Utilization of blast furnace slag in cement.”, 42 (in Japanese).
Nishida, T. (2013). “Investigation of resistivity of material penetrability of concrete mixed with seawater.” Proc., Annual Conf. of JCI, Vol. 35, Japan Concrete Institute, Tokyo (in Japanese).
Noma, H., et al. (1994). “Effect of artificial seawater on ordinary portland cement and fry ash cement paste compacts.” Rep. of the Kyushu National Industrial Research Institute, 3337–3345.
Novokshchenov, V. (1995). “Deterioration of reinforced concrete in the marine industrial environment of the Arabian Gulf—A case study.” Mater. Struct., 28(7), 392–400.
Otsuki, N. (1985). “Research on the influence of chloride on corrosion of the embedded steel bars in concrete.” Rep. of the Port and Harbour Research Institute, Ministry of Transport, 24(3), 183–185 (in Japanese).
Otsuki, N., et al. (2011). “Possibility of sea water as mixing water in concrete.” 36th Conf. on Our World in Concrete and Structures, Vol. 36, CI-Premier Pte, Singapore, 131–138.
Ozaki, S., and Sugata, N. (1984). “Sixty-year old concrete in a marine environment.” Muroran Institute of Technology, Muroran, Hokkaido, Japan, 173–182.
Seki, H., et al. (1976). “Corrosion of reinforcing bars due to concrete mixed with seawater and residual crack (5 years’ test).” Rep. of the Port and Harbour Research Institute, Ministry of Transport, 1–27 (in Japanese).
Stern, M., and Geary, A. L. (1957). “Electrochemical polarization. I: A theoretical analysis of the shape of polarization curves.” J. Electrochem. Soc., 104(1), 56–63.
Tarek, T. U., and Hamada, H. (2004). “Long-term performance of alumina cement concrete mixed with tap water and seawater.” ACI Mater. J., 101(3), 226–232.
Yamamoto, K. (1980). “Influence of exposure temperature in atmosphere on the strength of concrete.” Kenchikushi to Jitsumu, 3(12), 68–70 (in Japanese).
Yamato, T., et al. (1987). “Freezing and thawing resistance of concrete containing chloride.” Special Publication of ACI, 1(SP-100), 901–917.
Yoda, A., et al. (1981). “Concrete with blast furnace slag affected by seawater for 10 years.” J. Cem. Assoc., 35, 333–336 (in Japanese).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 7July 2015

History

Received: Aug 8, 2013
Accepted: Dec 12, 2013
Published online: Dec 14, 2013
Discussion open until: Dec 7, 2014
Published in print: Jul 1, 2015

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Authors

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Takahiro Nishida, Ph.D. [email protected]
Assistant Professor, Graduate School of Science and Engineering, Tokyo Institute of Technology, 2-12-1-S6-11 Ookayama, Meguroku, Tokyo 152-8552, Japan (corresponding author). E-mail: [email protected]
Nobuaki Otsuki, Ph.D., M.ASCE [email protected]
Professor, Graduate School of Science and Engineering, Tokyo Institute of Technology, 2-12-1-S6-11 Ookayama, Meguroku, Tokyo 152-8552, Japan. E-mail: [email protected]
Hiroki Ohara [email protected]
Engineer, International Project Division, JGC Corporation, 2-3-1, Minato Mirai, Nishi-ku, Yokohama 220-6001, Japan. E-mail: [email protected]
Zoulkanel Moussa Garba-Say [email protected]
Student, Graduate School of Science and Engineering, Tokyo Institute of Technology, 2-12-1-S6-11 Ookayama, Meguroku, Tokyo 152-8552, Japan. E-mail: [email protected]
Tomohiro Nagata [email protected]
Student, Graduate School of Science and Engineering, Tokyo Institute of Technology, 2-12-1-S6-11 Ookayama, Meguroku, Tokyo 152-8552, Japan. E-mail: [email protected]

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