فصلنامه

دریا و کشتی

فصلنامه

دریا و کشتی

منابع

۹- منابع

ACI Committee 222, (1994) Corrosion of metals in concrete, In: ACI Manual of Concrete Practice, Part 1. Detroit: American Concrete Institute.

Adel M.E., Ramadan A.M., and Fathi M.F., (2000) Concrete Deterioration in Brega Industrial Port: Case study of Causes and Remedy,4th International Conference on Coasts, Ports & Marine Structure,Nov,Shahidrajaee Port Complex, Bandar Abbass, Iran.

Chung C.W.,  Shon Ch.S.,and Y.S. Kim, (2010)Chloride Ion Diffusivity Of Fly Ash And Silica Fume Concretes Exposed To Freeze–Thaw Cycles, Construction and Building Materials, Vol.24, Elsevier,  pp.1739–1745

Chandra S. (1997) Waste Materials Used in Concrete Manufacturing, NJ: Noyes, 1997.

Christensen P.,J., Mikkelsen and J. Jensen, (1985)Investigations of Concrete Cores From Bregaindustrial Port Libya, PC Laboratories.

Danish Hydraulic Institute, (1986) Causes of Deterioration and Principles of Remedy – BregaIndustrial Port, Feb.

Danish Hydraulic Institute, (1994) Causes of Deterioration and Principles of Remedy – Brega Industrial Port, vols. 10 - 12, Feb.

Joshi R.C., and Lothita R.P., (1997) Fly Ash In Concrete-Production Properties and Uses, Amsterdam, Cordon and Reach Science; pp. 7–9.

Kaminetzky D.,(1991) Design and construction failures, New York: McGraw-Hill, pp. 485–539.

Mehta P.K., Monteiro PJM., (1993) Concrete Structure, Properties, and Materials, 2nd Ed. NJ: Prentice Hall; p.163

Messrs Sand Berg, (1981) Tests Upon Concrete Cores – MarsaBrega Port, Libya, London,December.

Shon C.S., Sarkar S.L., and Zollinger D.G., (2004) Testing the Effectiveness of Class C and Class F Fly Ash in Controlling Expansion Due to Alkali–Silica Reaction Using Modified ASTM C 1260 Test Method, ASCE J. Mater;16(1), pp. 20–7.


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