International Journal of Recent Technology and Engineering (IJRTE) ISSN: 2277-3878, Volume-8 Issue-2, July 2019 544 Published By: Blue Eyes Intelligence Engineering & Sciences Publication Retrieval Number: B1603078219/19©BEIESP DOI: 10.35940/ijrte.B1603.078219 Abstract: In the current research work the fresh properties (filling and passing ability, and resistance to segregation of self-compacted concrete (SCC) are investigated with the nanocomposite particles. Under the scope of the research work, the rheological parameters of the fresh self-compacting concrete (SCC) fused with nano sized Blasting Grit (nBG) (average particle size 500 nm) and rod like Zinc Ash (nZA) (average particle size 300 nm) are analyzed. In the scope of the work nZA and nBG are fused in Pozzolana Portland Cement (PPC) and Fine Aggregate (FA) respectively, for 0%, 0.25%, 0.5% and 0.75% by weight of material. The rheological behavior of SCC like filling ability, passing ability and segregation resistance are studied for the modification in SCC. The result shows significance of the material and test method used in this experiment. The output of the experiment shows that the rate of fusing of nZA and nBG in ingredients of the concrete contributes in rheological and mechanical properties of SCC. For the validation of the experimental results the statistical models also prepared, the regression model, ANOVA model and Correlation model gives the importance of the ingredients used along with selected test for the work. The current research is useful for developing zinc ash and blasting grit as a building material. The outcomes of the experiments are more important in a fresh stage of the SCC which was developed as a sustainable way with the good flowing ability. Index Terms: ANOVA, Blasting grit, Correlation, Nano Particle, Rheology, Regression, Zinc Ash. I. INTRODUCTION Concrete is second largest material after water, which is consumed by human beings. The main ingredient of concrete is cement which required energy and raw material for its production across the world. As of now, the worldwide utilization of cement is roughly 3.3 billion tons every year and is expanding at nearly 1% every year [1]. Self-Compacting Concrete (SCC) was introduced in JAPAN in 1988, in SCC there is no need of compaction by any means with enhancement in mechanical and durability properties of concrete [2]. The building business is swinging progressively to the utilization of SCC with the end goal to enhance numerous parts of building development as SCC offers a few points of interest in specialized, monetary, furthermore, ecological terms. New SCC flow into place and around obstacles under its very own weight to fill the formwork totally and self-reduced with no isolation and blocking. SCC blends for the most part have a substantially higher substance of fine fillers. Revised Manuscript Received on July 04, 2019. Hitesh Kumar Patil, Kavayitri Bahinabai Chaudhari North Maharashtra University, Jalgaon-425001, India. Arun Kumar Dwivedi, School of Engineering and Technology, Sandip University, Nasik-422002, India. As an outcome of the exploratory works and based on information accessible in specialized writing, self-compacting concrete must to give a higher characteristic durability and a lower tendency to break[3,4].In current improvement the rubble powder and coarse aggregate [5,6], Magnetic water and filler materials like fly ash [7,8], Curing agents [8], Palm oil clinker [9], red mud with fly ash [10], copper dioxide [11] is used as additives of SCC. There is a relationship between ingredients of mix design, green and harden properties of SCC [12]. Hardness and elastic modulus were increased and porosity decreases due to the addition of SiO2, TiO2 and Al2O3 [13,14]. Without affecting the strength of SCC palm oil fuel ash increases the acid and sulphate resistance, reduces dry shrinkage and water absorption [15]. The crushed marble stone enhances the green and harden stage properties of SCC [16]. The varies types of mineral admixtures increases properties of SCC in all respect [17]. Zinc is 985 places among 1662 hazards materials, Zinc Ash (ZA) is the generated as waste material approximately more than 80% of zinc ash were collected during the galvanizing process [18,19]. Steel grit available in angular shape and rough in nature, it's used for surface improvement technology for metal in the paint industry by pressure blasting action. Its particle ranges between 50mm to 100 nm [20]. The main objective of this work is to investigate the rheological properties of fresh SCC with nZA and nBG. This area of research needs more exploration and this study may important for future construction and help to find the possibility of nZA and nBG as ingredients of SCC in order to develop sustainable SCC. II. MATERIALS AND METHODS Portland Pozzolana Cement (PPC) Ambuja made confirming to BIS [21], basalt rock as crush aggregates with 10 mm maximum size of aggregate [22] and Tapi river sand of zone II confirming to BIS [22] is used for the production of the SCC.The locally available waste materials from the paint industry in Nasik, (MS), India i.e. nZA and nBG are used as additives in cement and fine aggregate respectively. Chemical Composition of mild steel nBG shown in Scanning Electron Microscope (SEM) and X Ray Diffraction (XRD) image in Table 1 and Figure 1 (a). It has rough surface crystals and less specific surface area than nZA. The average range of size of used nBG is up to 500 nm. nZA is waste product from paint industry. The chemical composition of nZA is tabulated in Table 1 with SEM and XRD image details in Figure 1(b). Rheology of Self-Compacting Concrete Nanocomposites Hitesh Kumar Patil, Arun Kumar Dwivedi