This paper is published in Volume-4, Issue-5, 2018
Area
Concrete Technology
Author
Brajendra Kumar Mishra, Ram Bharosh
Org/Univ
Lakshmi Narain College of Technology, Bhopal, Madhya Pradesh, India
Pub. Date
12 October, 2018
Paper ID
V4I5-1376
Publisher
Keywords
Steel slag, Silica fume, Admixture, Workability, Compressive strength, Acid resistance, CSAT

Citationsacebook

IEEE
Brajendra Kumar Mishra, Ram Bharosh. Evaluation strength and durability characteristic of concrete use steel slag, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Brajendra Kumar Mishra, Ram Bharosh (2018). Evaluation strength and durability characteristic of concrete use steel slag. International Journal of Advance Research, Ideas and Innovations in Technology, 4(5) www.IJARIIT.com.

MLA
Brajendra Kumar Mishra, Ram Bharosh. "Evaluation strength and durability characteristic of concrete use steel slag." International Journal of Advance Research, Ideas and Innovations in Technology 4.5 (2018). www.IJARIIT.com.

Abstract

In the present experimental study, the various strength properties like the compressive strength of concrete and also durability properties like Acid attack and capillary suction test on both ordinary concrete and steel slag Concrete, best steel slag concrete mix is carried out and compared with an ordinary concrete mix for economic and ecological study. In this study different percentage of steel, slag is used. steel slag as a replacement of fine aggregate in concrete and replaced in the range of 0%, 10%, 20 %, 30%, 40% and 50% by weight of fine aggregate in concrete. Mix design has been carried out for M25 grade using relevant Indian Standard IS- 10262: 2009. It was found that with an increase in the amount of steel slag in concrete up to 30% with increasing compressive strength as well as the split tensile strength of concrete. It was also found that durability like acid resistance and alkalinity test conducted for long durability show that addition of steel slag up to 30% certain limit replacement to fine aggregate with less effect compare to control mix