Assessment of Properties of Green SCC with and without Novel Additive
Pratish Thakur1*, Naeem Rashid Bhat2, Chirag Kumar Sirohi3, Babar Manzoor Bhat4, Bharathi Ganesh5, Kowshika V R6
1,2,3,4 U G Student, Nitte Meenakshi Institute of Technology, Bangalore, India 560064
5Professor, Nitte Meenakshi Institute of Technology, Bangalore, India 560064
6Research Scholar, International School of Management Excellence, Research Centre, University of Mysore, Director ,QCRETE Readymix(India)Pvt Ltd, Bangalore, India 560064
Email ID: pratishthakur8@gmail.com, bhatnaeem4311@gmail.com, chiragsirohi01@gmail.com,
babarmanzoor58@gmail.com, bharathi.ganesh@nmit.ac.in, vr.kowshika@qcreteindia.com
Abstract
Concrete is the most widely used construction material in civil engineering industry because of its proved structural strength and stability when made properly. The concrete industry is constantly trying to evolve to make concrete more sustainable replacing a part of full cement with additives and Supplementary Cementitious Materials (SCMs). Each tonne of cement production releases one tonne of CO2 into the atmosphere and hence to greenhouse effect and global warming. A cost effective, alternative and innovative materials called novel additive is taken up for present study to reduce the cement consumption per m3 of concrete/SCC without reduction in strength of required grade. In this project an effort is made replacing cement content of SCC partially with Fly Ash, Ground Granulated Blast Furnace Slag (GGBS) in combination of novel additive. The study focused at studying the properties of fresh SCC and hardened SCC. The design mix proportion of 1: 2.63: 1.86 with a W/B ratio of 0.36 is taken up and 4 different mixes with different combinations of varied percentage replacement materials with 2% by weight of cement of novel additive. The properties of green SCC showed that fresh properties get enhanced through usage of mineral admixtures including a novel additive and hence, the addition of mineral admixture improve the flowability or rheology of SCC mixes. The strength of SCC achieved is ranging from 32- 46 N/mm2 for a cementitious content of 400 kg/m3 , highest being with lowest cement content with novel additive.
Keywords: Rheology of SCC, Mineral Admixtures, Novel Additive, Sustainability
