Advances in Materials Science and Engineering / 2016 / Article / Tab 11 / Research Article
Estimation of Concrete Carbonation Depth Considering Multiple Influencing Factors on the Deterioration of Durability for Reinforced Concrete Structures Table 11 Measurement of chloride concentration (Buildings 1–4).
Building 1 Location Chloride ion concentration Chloride ion diffusion coefficient Inside Surface to 10 mm 0.27 Outside Surface to 10 mm 0.63 10 to 20 mm 0.15 20 to 30 mm 0.11 Building 2 Location Chloride ion concentration Chloride ion diffusion coefficient Inside Surface to 10 mm 0.15 Outside Surface to 10 mm 0.18 10 to 20 mm 0.13 20 to 30 mm 0.13 Building 3 Location Chloride ion concentration Chloride ion diffusion coefficient Inside Surface to 10 mm 0.47 Outside Surface to 10 mm 0.47 10 to 20 mm 0.38 20 to 30 mm 0.22 Building 4 Location Chloride ion concentration Chloride ion diffusion coefficient Inside Surface to 10 mm 0.40 Outside Surface to 10 mm 0.63 10 to 20 mm 0.61 20 to 30 mm 0.49
