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Fresh and hardened properties of green binder concrete containing marble powder and brick powder
This article discusses the use of high per cent by-products (i.e. marble powder, brick powder) in green concrete to develop a procedure which construction industry can use. This current study, therefore, uses marble powder and brick powder, crushed aggregate, CEM I 42.5N cement, and tap water for preparing green concrete. Overall substitution rate is maximum 40% in green concrete. Experimented properties are the rheology for fresh state of green concrete, SEM monitoring for hydration growth of cement paste, measuring the strength gains and the projection properties for hardened state of green concrete at 7, 14, 28 and 90 days. Results support this novel conclusion that a marginal increase for the experimented properties of green binder concrete is due to the substitution of marble powder and brick powder for fine aggregate and cement.
Fresh and hardened properties of green binder concrete containing marble powder and brick powder
This article discusses the use of high per cent by-products (i.e. marble powder, brick powder) in green concrete to develop a procedure which construction industry can use. This current study, therefore, uses marble powder and brick powder, crushed aggregate, CEM I 42.5N cement, and tap water for preparing green concrete. Overall substitution rate is maximum 40% in green concrete. Experimented properties are the rheology for fresh state of green concrete, SEM monitoring for hydration growth of cement paste, measuring the strength gains and the projection properties for hardened state of green concrete at 7, 14, 28 and 90 days. Results support this novel conclusion that a marginal increase for the experimented properties of green binder concrete is due to the substitution of marble powder and brick powder for fine aggregate and cement.
Fresh and hardened properties of green binder concrete containing marble powder and brick powder
Kırgız, Mehmet S. (author)
European Journal of Environmental and Civil Engineering ; 20 ; s64-s101
2016-11-15
Article (Journal)
Electronic Resource
English
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