Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6712945 | Construction and Building Materials | 2018 | 14 Pages |
Abstract
Transport of chloride ion into concrete can induce depassivation of reinforcement, which seriously threatens the durability of concrete subjected to marine environment. In this paper, the chloride ion transport and binding capacity of different concrete samples located in marine atmosphere zone, splash zone, tidal zone and submerged zone for 9 and 13â¯months were tested. And the chloride ion profiles of one whole concrete sample exposed to all the corrosion zones for 13â¯months was also detected. The effect of fly ash and ground granulated blast furnace slag (GGBS) on the chloride ion transport and binding capacity of all the concrete samples were studied and the optimized replacement ratios of mineral admixtures in marine environment was proposed. The contents of Ca(OH)2 and Friedel's salt in paste exposed to different corrosion zones were also tested by XRD and DSC-TG. Results showed chloride ion content in separate concrete samples exposed to splash zone and atmosphere zone were lower than that of the other zones, but the opposite results were observed for one whole concrete sample throughout all the corrosion zones. For separate samples, the chloride binding capacity of concrete in atmosphere zone was the lowest, and would decrease with corrosion time in marine environment. The washing effect by tidal action would lead to the loss of Ca(OH)2, abrasion of surface, and decrease of compressive strength of concrete.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Jin Zuquan, Zhao Xia, Zhao Tiejun, Li Jianqing,