dik
Structural
- Apr 13, 2001
- 26,037
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
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