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sulphate resistant cement
does anyone know of an adverse reaction between type 50 (type v) cement and high chloride content, typically encountered with a parking structure or something of that exposure?
can a mix design be prepared for a high chloride resistant structure using type 50 (v) cement? i've also posted this query in the concrete engineering general discussion forum.
thanks, dik |
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发表于 2009-9-16 12:12:22
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