Fresh and hardened properties of binary blend high strength self compacting concrete

被引：48

作者：

Vivek, S. S. ^{[1
]}

Dhinakaran, G. ^{[1
]}

机构：

[1] SASTRA Univ, Civil Engn, Thanjavur, India

来源：

ENGINEERING SCIENCE AND TECHNOLOGY-AN INTERNATIONAL JOURNAL-JESTECH | 2017年 / 20卷 / 03期

关键词：

Self compacting concrete; Fresh properties; Compressive strength; Viscosity modifying agent; Super plasticizer; PERFORMANCE; METAKAOLIN; DESIGN;

D O I：

10.1016/j.jestch.2017.05.003

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Self compacting concrete (SCC) made a remarkable impact on the concrete construction industry because of its innovative nature. Assessment of optimal ratio between chemical and mineral admixtures plays a vital role in developing SCC. In the present work three different mineral admixtures were used as partial substitute in different proportions to cement to produce SCC with a characteristic compressive strength of 60 MPa. All the three types of SCC were investigated for its fresh and hardened properties. From the results, 50% GGBFS, 10% SF and 20% MK were found to the optimum values as partial substitute to cement. (C) 2017 Karabuk University. Publishing services by Elsevier B.V.

引用

页码：1173 / 1179

页数：7

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