Experimental investigation on mechanical property of concrete with the hybrid supplementary cementitious material

被引:2
|
作者
Gupta, Mohit [1 ]
Yadav, Akash [1 ]
Yadav, Sapna [2 ]
机构
[1] Inderprastha Engn Coll, Dept Civil Engn, Plot 63,Site IV,Surya Nagar Flyover Rd,Sahibabad, Ghaziabad 201010, India
[2] KIET Grp Inst, KIET Sch Management, NCR Delhi-NCR,Meerut Rd (NH-58), Ghaziabad 201206, India
关键词
Compressive strength; Hardened property; Silica fume; Metakaolin; Ground granulated blast furnace slag; ORDINARY PORTLAND-CEMENT; PARTIAL REPLACEMENT; SILICA FUME; STRENGTH; SLAG; DURABILITY; METAKAOLIN;
D O I
10.1016/j.matpr.2022.03.377
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This experimental study was undertaken to examine the combined effect of Silica fume (SF),Metakaolin (MK), and Ground granulated blast furnace slag (GGBFs)on the mechanical property (compressive strength) of concrete. The test on compressive strength, for curing days 7,14 & 28 days was performed in this study. The ordinary Portland cement of grade 43 was replaced by Silica Fume (SF), Metakaolin (MK)& Ground granulated blast furnace slag (GGBFs) at 15%, 20% & 25% in different proportions. The casting and testing of 243 cubes were performed for compressive strength of concrete on 27 Mix IDs. It wasobserved that maximum strength for 28 curing days, was achieved for the Mix (SF25MK15GF25), which was 19% more than that of normal concrete without SCM's. For the Mix (SF20MK15GF25) the strength was 18.25% higher than ordinary concrete which is quite similar to the Mix (SF25MK15GF25). This study conveys that the usage of cement can be reduced to 60% of SCM's (Silica Fume, Metakaolin & Ground granulated blast furnace slag) by weight without compromising the strength. Hence, it reduces the need for cement for the modern construction industry. Copyright (c) 2022 Elsevier Ltd. All rights reserved. Selection and peer-review under responsibility of the scientific committee of the International Conference on Advances in Materials and Mechanical Engineering. (ICAMME-2022).
引用
收藏
页码:325 / 330
页数:6
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