LeRoy, D.H., and Kauhl, N.E. (1997). "Rehabilitation of the Macomb dam bridge." Practical Solutions for Bridge Strengthening and Rehabilitation, Washington.
 Vaysburd, A.M., and Emmons, P.H. (2004). "Corrosion inhibitors and other protective systems in concrete repair: concepts or misconcepts." Cement and Concrete Composites (Elsevier), Vol. 26, pp. 255-263.
 Alizadeh, R., Ghods, P., Chini, M., Hoseini, M., Ghalibafian, M., Shekarchi, M. (2008). "Effect of curing conditions on the service life design of RC structure in the Persian Gulf region." Journal of Materials in Civil Engineering (ASCE), Vol. 20(1), pp. 2-8.
 Ghoddousi, P., Ganjian, E., Parhizkar, T., Ramezanianpour, A.A. (1998). "Concrete technology in the environmental conditions of Persian Gulf." BHRC Publication.
 Temperley, T.G. (1965). "Corrosion phenomena in the Coastal areas of the Persian Gulf." Corrosion Science (Elsevier), Vol. 5, pp. 581-589.
 Valipour, M., Pargar, F., Shekarchi, M., Khani, S., Moradian, M. (2013). "In situ study of chloride ingress in concretes containing natural zeolite, metakaolin and silica fume exposed to various exposure conditions in a harsh marine environment." Construction and Building Materials (Elsevier), Vol. 46, pp. 63-70.
 Farahani, A., Taghaddos, H., Shekarchi, M. (2018). "Chloride diffusion modeling in pozzolanic concrete in marine site." ACI Materials Journal, Vol. 115, pp. 509-518.
 Rodrigues, M.P.M.C., Costa, M.R.N., Mendes, A.M., Eusebio Marques, M.I. (2000). "Effectiveness of surface coatings to protect reinforced concrete in marine environments." Materials and Structures (Springer), Vol. 33, pp. 618-626.
 Ehlen, M.A. (2012). "Life-365™ Service Life Prediction Model™ and computer program for predicting the service life and life-cycle cost of reinforced concrete exposed to chlorides." Manual of Life-365™ Version 2.1, Produced by the Life-365™ Consortium II.
 Ferreira, R.M. (2010). "Optimization of RC structure performance in marine environment." Engineering Structures, Vol. 32, pp. 1489-1494.
 Saetta, A.V., Scotta, R.V., Vitaliani, R.V. (1993). "Analysis of chloride diffusion into partially saturated concrete." ACI Materials Journal (ACI), Vol. 90, pp. 441-451.
 Khaghanpour, R., Dousti, A., Shekarchi, M. (2016). "Prediction of cover thickness based on long-term chloride penetration in a marine environment." Journal of Performance of Constructed Facilities (ASCE), Vol. , pp. 1-10.
 Ann, K.Y., Ahn, J.H., Ryou, J.S. (2009). "The importance of chloride content at the concrete surface in assessing the time to corrosion of steel in concrete structures." Construction and Building Materials (Elsevier), Vol. 23, pp. 239-245.
 Costa, A., Appleton, J. (1999b). "Chloride penetration into concrete in marine environment; Part II: Prediction of long term chloride penetration." Materials and Structures, Vol. 32, pp. 354-359.
 Liu, T., Weyers, R.W. (1998b). "Modeling the dynamic corrosion process in chloride contaminated concrete structures." Cement and Concrete Research (Elsevier), Vol. 28, pp. 365-379.
 Alonso, C., Andrade, C., Gonzalez, J. (1988). "Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types." Cement and Concrete Research (Elsevier), Vol. 8, pp. 687-698.
 Kong, Q., Gong, G., Yang, J., Song, X. (2006). "The corrosion rate of reinforcement in chloride contaminated concrete." Low Temperature Architecture Technology, Vol. 111, pp. 1-2.
 Vu, K.A.T., Stewart, M.G. (2000). "Structural reliability of concrete bridges including improved chloride-induced corrosion models." Structural Safety (Elsevier), Vol. 22, pp. 313-333.
 Choe D., Gardoni P., Rosowsky D., Haukaas T. (2008). "Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion." Reliab Eng Syst Safe, Vol. 93, pp. 383-393.
 Enright, M.P., Frangopol, D.M. (1999). "Maintenance planning for deteriorating concrete bridges." Journal of Structural Engineering (ASCE), Vol. 125(12), pp. 1407-1414.
 Afsar Dizaj, E., Madandoust, R., Kashani, M.M. (2018). "Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of RC structures." Structure and Infrastructure Engineering (Taylor and Francis), Vol. 14, pp. 714-729.
 Berry, M.P., and Eberhard, M.O. (2006). "Performance modeling strategies for modern reinforced concrete bridge columns." Pacific Earthquake Engineering Research Center, University of California, Berkeley.
 Farahani, A. (2014). "Performance evaluation of numerical models for study of chloride ion diffusion in concrete structures in Persian Gulf." M.Sc. Thesis, University of Tehran, School of Civil Engineering, Tehran, Iran, 154 pp.
 Farahani, A., Taghaddos, H., Shekarchi, M. (2015). "Prediction of long-term chloride diffusion in silica fume concrete in a marine environment." Cement and Concrete Composites (Elsevier), Vol. 59, pp. 10-17.
 Luping, T. (1996). "Chloride Transport in Concrete, Measurement and Prediction." Ph.D. Dissertation, Chalmers University of Technology, Department of Building Materials, Goteborg, Sweden, 104 pp.
 Vidal, T., Castel, A., Francois, R. (2004). "Analyzing crack width to predict corrosion in reinforced concrete." Cement and Concrete Research (Elsevier), Vol. 34, pp. 165-174.
 Liu, Y., and Weyers, R.E. (1998a). "Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures." ACI Materials Journal (ACI), Vol. 95, pp. 675-681.
 Val, D.V. (2007). "Factors affecting life-cycle cost analysis of RC structures in chloride contaminated environments." Journal of Infrastructure Systems (ASCE), Vol. 13, pp. 135-143.