[1] 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.
[2] Rostásy, F. S. (1993). FRP Tensile Elements for Prestressed Concrete--State of the art, Potentials and limits. ACI Special Publication, 138, 347-366.
[3] 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.
[4] 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.
[5] 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.
[6] ACI CT-13. (2013). ACI concrete terminology. American Concrete Institute.
[7] 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.
[8] Banthia, N., Biparva, A. and Mindess, S. (2005). Permeability of concrete under stress. Cement and Concrete Research, 35 (9), pp.1651-1655.
[9] 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.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] Gopalan, R., Somashekar, B. R. and Dattaguru, B. (1989). Environmental effects on fibre Polymer composites. Polymer degradation and stability, 24 (4), pp.361-371.
[15] 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.
[16] 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.
[17] 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.
[18] 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.
[19] Gomez, J. and Casto, B. (1996). Freeze-thaw durability of composite materials. Virginia Transportation Research Council, Report no. VTRC 96-R25.
[20] 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.
[21] 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.
[22] ASTM C33. (2004). Standard specification for concrete aggregates. American Society for Testing and Material.
[23] 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.
[24] 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.
[25] 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.
[26] 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.
[27] 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.
[28] 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.
[29] 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.
[30] 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.
[31] 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.