چکیده مقاله
Reactive powder concrete RPC is a new generation concrete that it was developed through microstructure enhancement techniques for cementitious materials As compared to conventional cement based materials, the primary improvements of RPC include the particle size homogeneity, porosity, and microstructures In the present study, mix design of RPC of various water to cementitious materials ratio has been made and practical optimum water has been obtai ned through the highest compressive strength Then, other mix designs have been made according to previous experienced designs with different content of cement has been performed on specimens The specimens were all cubes of 100 mm dimension The maximum compressive strength obtaned in the current study was 230 MPa
کلیدواژهها
نویسندگان
Davood mostofinejad
Professor, Dept of Civil Engineering,Isfahan Univ of Technology IUT
mojtaba rostami nikoo
Davood mostofinejad Professor, Dept.of Civil Engineering,Isfahan Univ. of Technology IUT
شیوه ارجاع
mostofinejad, Davood and rostami nikoo, mojtaba,1391,Effect of mix proportion on compressive strength of RPC,9th International Congress on Civil Engineering,Isfahan
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