Fundamental characterisation of impregnation on concrete structures
The corrosion of reinforcing steel arising from contamination by chlorides from de-icing salt is the major cause of deterioration of concrete bridges in the UK and many parts of the world. In fact, the main long-term deterioration mechanism involves moisture movement and the transport of chlorides w...
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Nottingham Trent University
2017
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.740762 |