作者: S. Feliu , J. A. González , C. Andrade , V. Feliu
DOI: 10.1007/BF02472188
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摘要: The numerous cases of failure concrete structures due to the corrosion steel reinforcements increase need find an appropriate non-destructive technique be used on-site for measuring degradation rate rebars. Although potential mapping has been used, this shown give only qualitative indications risk.