[1] Lu X Y(路新瀛), Feng N Q(冯乃谦). Electrical and electrochemical technic for concrete durability[J]. Chinal Concrete And Cement Products (混凝土与水泥制品), 1998, (4): 10-13.[2] Hong D H(洪定海). The corrosion and protection of rein forement in concrete[M]. Beijing: China Railway Publishing House(中国铁道出版社), 1998.[3] Hong N F(洪乃丰). Development and difficulty of forecost for corrosion and duribility of concrete[J]. Concrete (混凝土), 2006, (10): 10-12.[4] Hong N F(洪乃丰). Concrete durability in chloride environment and life-cycle costing analysis[J]. Concrete (混凝土), 2005, (8): 29-32.[5] Ahmad S. Reinforcement corrosion in concrete structures, its monitoring and service life prediction—a review [J]. Cement and Concrete Composites, 2003, 25(4): 459-471.[6] Hu R G(胡融刚), Huang R S(黄若双), Du R G(杜荣归), et al. Corrosion behavior of teinforcing steel in concrete subjected to chloride contamination by EIS[J]. Acta Physico-Chimica Sinica (物理化学学报), 2003, 19(1): 46-50.[7] Hong N F(洪乃丰). Steel corrosionand protective technology in concrete (2)-Protection of rebar by concrete and electrochemical property of rebar corrosion[J]. Industrial construction(工业建筑), 1999, 29(9): 58-61.[8] Hong N F(洪乃丰). The correlative questions of chloride and rebar corrosion in concrete[J]. Industrial construction(工业建筑), 2004, 33(11): 39-42.[9] Chindaprasirt P, Chotithanorm C, Cao H, et al. Influence of fly ash fineness on the chloride penetration of concrete[J]. Construction and Building Materials, 2007, 21(2): 356-361.[10] Hossain K, Lachemi M. Corrosion resistance and chloride diffusivity of volcanic ash blended cement mortar[J]. Cement and concrete research, 2004, 34(4): 695-702.[11] Sim J, Park C. Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate[J]. Waste Management, 2011, 31(11): 2352-2360.[12] Giner V T, Ivorra S, Baeza F J, et al. Silica fume admixture effect on the dynamic properties of concrete[J]. Construction and Building Materials, 2011, 25(8): 3272-3277.[13] Khan M, Siddique R. Utilization of silica fume in concrete: Review of durability properties[J]. Resources, Conservation and Recycling, 2011, 57: 30-35.[14] Monticelli C, Frignani A, Trabanelli G. A study on corrosion inhibitors for concrete application[J]. Cement and concrete research, 2000, 30(4): 635-642.[15] Dong S G, Zhao B, Lin C J, et al. Corrosion behavior of epoxy/zinc duplex coated rebar embedded in concrete in ocean environment[J]. Construction and Building Materials, 2012, 28(1): 72-78.[16] Glass G, Buenfeld N. The inhibitive effects of electrochemical treatment applied to steel in concrete[J]. Corrosion Science, 2000, 42(6): 923-927.[17] Bertolini L, Pedeferri P. Laboratory and field experience on the use of stainless steel to improve durability of reinforced concrete[J]. Corrosion reviews, 2011, 20 (1/2): 129-152.[18] Hibino T, Tsunashima A. Characterization of repeatedly reconstructed Mg-Al hydrotalcite-like compounds: Gradual segregation of aluminum from the structure[J]. Chemistry of materials, 1998, 10(12): 4055-4061.[19] Liu Y(刘媛). Synthesis and application of layered double hydroxides[J]. Chemical Industry Times(化工时刊), 2006, 19(12): 59-62.[20] Inayat A, Klumpp M, Schwieger W. The urea method for the direct synthesis of ZnAl layered double hydroxides with nitrate as the interlayer anion[J]. Applied Clay Science, 2011, 51(4): 452-459.[21] Ren Z F(任志峰), Zhang C Q(张春起). Removal of chloride anion by calcined layered double hydroxides[J]. Fine Chemicals (精细化工), 2002, 19(6): 339-342. |