Behaviour of GGBS and ROBO Sand Replaced High Performance Concrete
L. Sai Indrasena Reddy1, M.M. Vijayalakshmi2, Praveenkumar T R3
1L. Sai Indrasena Reddy, Research scholar, Sathyabama Institute of Science And Technology, Chennai-600119, Tamilnadu, India.
2Dr. M.M. Vijayalakshmi, Professor in Civil Engineering, Sathyabama Institute of Science And Technology, Chennai-600119, Tamilnadu, India.
3Praveenkumar T R, Assistant Professor, Department of Civil Engineering, Sathyabama Institute of Science & Technology, Chennai, India.
Manuscript received on September 16, 2019. | Revised Manuscript received on 24 September, 2019. | Manuscript published on October 10, 2019. | PP: 5773-5776 | Volume-8 Issue-12, October 2019. | Retrieval Number: K19010981119/2019©BEIESP | DOI: 10.35940/ijitee.K1901.1081219
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Abstract: The utilization of superior strength concrete offers points of interest in durability, simplicity of position, and decreased shrinkage and creep, just as expanded compressive, shear and rigidity. Balancing these favorable circumstances are possibly diminished flexibility and imperviousness to fire, and expanded unit cost. The present paper centers around the researching attributes of M50 evaluation concrete with replacement of cement with Ground Granulated Blast Furnace Slag (GGBS) and sand with the ROBO sand (crusher dust). The solid concrete cubes and cylinders are tried for compressive and split tensile strength. It is discovered that by replacement of cement with GGBS and the sand with ROBO sand helped in improving the quality of the solid considerably contrasted with ostensible blend concrete. The compressive quality is learned at 7days, 28 days. Water decreasing admixtures are utilized to expand functionality qualities. For all degrees of bond substitution cement accomplished predominant execution in the crisp and mechanical tests ought to be contrasted and the reference blend.
Keywords:  HPC, GGBS, Robo Sand.
Scope of the Article: Robotics