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Analysis on Chloride Induced Deterioration Progress in Superstructure of Open-type Wharf with Statistical Methods
Publication year | Port and Airport Research Institute Technical Note 1349 2018.12 |
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Author(s) | Yutaka TANAKA,Yuichiro KAWABATA,Ema KATO |
Department /Divison |
Structural Engineering Field Structural Mechanics Group |
Executive Summary | Reinforced concrete structures in ports and harbours are exposed to severe environments in terms of chloride induced deterioration. It is well known that the progress of chloride induced deterioration in the superstructure of open-type wharf varies widely due to many factors such as seawater levels and location of structural members. The aim of this study is to evaluate the influence of these factors on the deterioration progress and detect the area where it becomes relatively faster. In this study, two statistical approaches were carried out to discuss the variability of the deterioration progress not only in the superstructure of open-type wharves but also in structural members; 1) statistical analysis on the visual inspection data of the superstructure of 19 open-type wharves, and 2) measurement of chloride ion content and estimation of its spatial distribution. |
PDF File | /en/pdf/en/1349.pdf |