Sharp, B. N. (1996). Reinforced and prestressed concrete in maritime structures. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 116 (3), pp.449.469.
 Rostásy, F. S. (1993). FRP Tensile Elements for Prestressed Concrete--State of the art, Potentials and limits. ACI Special Publication, 138, 347-366.
 Soudki, K. and Alkhrdaji, T. (2005). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. In: Structures Congress 2005: Metropolis and Beyond. New York: American Society of Civil Engineers, pp. 1-8.
 Saenz, N., Walsh, E. J., Pantelides, C. P., and Adams, D. O. (2004). Long term durability of FRP composites for infrastructure rehabilitation. In: International SAMPE Symposium and Exhibition, Vol. 49, p. 2811.
 Li, X., Xu, Q. and Chen, S. (2016). An experimental and numerical study on water permeability of concrete. Construction and Building Materials, 105, pp.503-510.
 ACI CT-13. (2013). ACI concrete terminology. American Concrete Institute.
 Phung, Q.T., Maes, N., De Schutter, G., Jacques, D. and Ye, G. (2013). Determination of water permeability of cementitious materials using a controlled constant flow method. Construction and Building Materials, 47, pp.1488-1496.
 Banthia, N., Biparva, A. and Mindess, S. (2005). Permeability of concrete under stress. Cement and Concrete Research, 35 (9), pp.1651-1655.
 Dashtibadfarid, M. and Afrasiabi, M. (2017). Low-Permeability Concrete: Water-to-Cement Ratio Optimization for Designing Drinking Water Reservoirs. International Journal of Innovations in Engineering and Science, 2 (11), pp 20-24.
 Ahmad, S., Azad, A.K. and Loughlin, K.F. (2012). Effect of the key mixture parameters on tortuosity and permeability of concrete. Journal of Advanced Concrete Technology, 10 (3), pp.86-94.
 Fu, T.C., Yeih, W., Chang, J.J. and Huang, R. (2014). The influence of aggregate size and binder material on the properties of pervious concrete. Advances in Materials Science and Engineering, pp.1-17.
 Yu, Z., Ni, C., Tang, M. and Shen, X. (2018). Relationship between water permeability and pore structure of Portland cement paste blended with fly ash. Construction and building materials, 175, pp.458-466.
 Samimi, K., Kamali-Bernard, S., Maghsoudi, A.A., Maghsoudi, M. and Siad, H. (2017). Influence of pumice and zeolite on compressive strength, transport properties and resistance to chloride penetration of high strength self-compacting concretes. Construction and building materials, 151, pp.292-311.
 Gopalan, R., Somashekar, B. R. and Dattaguru, B. (1989). Environmental effects on fibre Polymer composites. Polymer degradation and stability, 24 (4), pp.361-371.
 Bank, L. C., Gentry, T. R. and Barkatt, A. (1995). Accelerated test methods to determine the long-term behaviour of FRP composite structures: environmental effects. Journal of Reinforced Plastics and Composites, 14 (6), pp.559-587.
 Bouadi, H. and Sun, C. T. (1989). Hydrothermal effects on the stress field of laminated composites. Journal of Reinforced Plastics and Composites, 8 (1), pp.40-54.
 Cusson, R. and Xi, Y. (2002). The behaviour of fiber-reinforced polymer reinforcement in low temperature environmental climates Report No. CDOT-DTD-R-2003-4, Colorado Department of Transportation.
 Hawkins, G. F., Steckel, G. L., Bauer, J. L. and Sultan, M. (1998). Qualification of composites for seismic retrofit of bridge columns. In: Durability of Fiber Reinforced Polymer (FRP) Composites for Construction: Proceedings of the First International Conference, Sherbrook: Sampe Society for the Advancement of Material, pp.25-36.
 Gomez, J. and Casto, B. (1996). Freeze-thaw durability of composite materials. Virginia Transportation Research Council, Report no. VTRC 96-R25.
 Toutanji, H. and El-Korchi, T. (1998). Tensile durability performance of cementitious composites externally wrapped with FRP sheets. In: Second International Conference on Composites in Infrastructure National Science Foundation, Tucson.
 Ojha, J. and Yazdani, N. (2013). Water permeability in fiber reinforced plastic (FRP) wrapped concrete beams. International Journal of Structural and Civil Engineering Research, 2 (2), pp.9-22.
 ASTM C33. (2004). Standard specification for concrete aggregates. American Society for Testing and Material.
 Banthia, N., Abdolrahimzadeh, A. and Boulfiza, M. (2009). Field assessment of FRP sheets-concrete bond durability. In: 1st International Conference on Sustainable Built Environment Infrastructures in Developing Countries, Bandung: ENSET Oran.
 McSweeney, B. M. and Lopez, M. M. (2005). FRP-concrete bond behaviour: A parametric study through pull-off testing. ACI Special Publication, 230, pp.441-460.
 Naderi, M. (2010). Determine of concrete, stone, mortar, brick and other construction materials permeability with cylindrical chamber method. Registration of Patent in Companies and industrial property Office, Reg. N. 67726. Iran.
 Naderi, M., Sheibani, R. and Shayanfar, M. A. (2009). Comparison of different curing effects on Concrete strength. In: 3rd International Conference on concrete and development, Tehran, Iran.
 Ahmed, M.S., Kayali, O. and Anderson, W. (2008). Chloride penetration in binary and ternary blended cement concretes as measured by two different rapid methods. Cement and Concrete Composites, 30 (7), pp.576-582.
 Polder, R.B. and Peelen, W.H. (2002). Characterisation of chloride transport and reinforcement corrosion in concrete under cyclic wetting and drying by electrical resistivity. Cement and Concrete Composites, 24 (5), pp.427-435.
 Zhang, P., Zhang, L. S., & Zhao, T. J. (2011). Water absorption properties of concrete after freeze–thaw damages. J Build Mater, 14(2), 155-159.
 Bati, S.B. and Rotunno, T. (2001). Environmental durability of the bond between the CFRP composite materials and masonry structures. Historical Constructions, 114, pp.1039-1046.
 Shimokawa, T., Katoh, H., Hamaguchi, Y., Sanbongi, S., Mizuno, H., Nakamura, H., Asagumo, R. and Tamura, H. (2002). Effect of thermal cycling on microcracking and strength degradation of high-temperature polymer composite materials for use in next-generation SST structures. Journal of composite materials, 36 (7), pp.885-895.