An Experimental Study on Self-Compacting Concrete using Electric Arc Furnace Oxidizing Slag

Dr. Abhay Kumar Jha; Dr. Abhay Kumar Jha; Veeru Kumar Gupta

Title:
An Experimental Study on Self-Compacting Concrete using Electric Arc Furnace Oxidizing Slag

Authors:
Veeru Kumar Gupta | Dr. Abhay Kumar Jha | Dr. Abhay Kumar Jha

Cite This Article :

Veeru Kumar Gupta | Dr. Abhay Kumar Jha | Dr. Abhay Kumar Jha "An Experimental Study on Self-Compacting Concrete using Electric Arc Furnace Oxidizing Slag" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5, August 2022, pp.1426-1429, URL: https://www.ijtsrd.com/papers/ijtsrd50677.pdf

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Abstract :
Compaction is not promising and also in dense reinforcement structural elements. The self-flow of fresh concrete is the mandatory requirement for SCC and hence the suitability of EAFOS as coarse aggregate in SCC has to be examined before using in SCC. However, the reports on the suitability of EAFOS as coarse aggregate in SCC are limited. Hence, the fresh concrete properties of SCC with EAFOS as aggregate such as flowing, filling and passing ability were examined. In addition, the hardened concrete properties of SCC with EAFOS such as density, compressive strength, flexural strength, modulus of elasticity and ultrasonic pulse velocity (UPV) were investigated and compared with the results of normal concrete. The relationship between the mechanical properties of concrete was arrived and also suitable models were developed for predicting the compressive strength of SCC using UPV results.

Keywords :
compaction, coarse aggregate, compressive strength, investigated, concrete

Publication Details:

Unique Identification Number : IJTSRD50677

Published In : Volume-6 | Issue-5, August 2022

Page Number(s) : 1426-1429

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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