Compression and Split Tensile Characteristics of Concrete Containing Quarry Residues
Syed Afzal Basha1, B Jayarami Reddy2, C Sashidhar3
1Syed Afzal Basha, Research Scholar, JNT University, Anantapur (Andhra Pradesh), India.
2Dr. B Jayarami Reddy, Head of Civil Engineering Dept, YSR Engineering College of YVU, Proddatur (Andhra Pradesh), India.
3Dr. C Sashidhar, Director, Industrial Consultancy Services, JNT University, Anantapur (Andhra Pradesh), India.
Manuscript received on August 15, 2019. | Revised Manuscript Received on August 20, 2019. | Manuscript published on August 20, 2019. | PP: 1-5 | Volume-5 Issue-5, August 2019. | Retrieval Number: D0920055419/2019©BEIESP | DOI: 10.35940/ijies.D0920.055419
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© The Authors. Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Waterway sand and pit sand are the most normally utilized fine aggregates for concrete creation in many parts of the world. Huge scale extraction of these materials presents genuine ecological risk in numerous parts of the nation. Aside from the ecological danger, there still exists the issue of intense lack in many regions. In this way, substitute material in place of river sand for concrete production should be considered. The paper means to examine the compressive and split tensile qualities of concrete produced using quarry residue, sand, and a blend of sand and quarry dust. The experimentation is absolutely research facility based. A total of 60 concrete cubes of size 150 mm x 150 mm x 150 mm, and 60 cylinders 150 mm in diameter and 300 mm deep, conforming to M50 grade were casted. All the samples were cured and tested with a steady water/concrete proportion of 0.31. Out of the 60 blocks cast, 20 each were made out of natural river sand, quarry dust and an equivalent blend of sand and quarry dust. It was discovered that the compressive strength and split tensile strength of concrete produced using the blend of quarry residue and sand was higher than the compressive qualities of concrete produced using 100% sand and 100% quarry dust.
Keywords: Concrete, Quarry dust, Compressive Strength, Split Tensile Strength