Mechanical Properties of High Performance Concrete in Corporating with Quarry Wastes
T. Subbulakshmi1, B. Vidivelli2
1T. Subbulakshmi, Research Scholar, Department of Structural Engineering, Faculty of Engineering and Technology, Annamalai University, India.
2Dr. B. Vidivelli, Prof, Department of Structural Engineering, Faculty of Engineering and Technology, Annamalai University, India.
Manuscript received on July 23, 2014. | Revised Manuscript received on August 16, 2014. | Manuscript published on August 30, 2014. | PP: 231-236  | Volume-3 Issue-6, August 2014.  | Retrieval Number:  F3402083614/2013©BEIESP

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Abstract: Concrete is a stone like material obtained by designing a carefully proportioned mixture of cement, sand and gravel or other aggregates and water to harden in forms of the shape and dimensions of the desired structure. A High performance concrete is something which demands much higher performance from concrete as compared to performance expected from routing concrete. Use of chemical admixtures reduces the water content, thereby reducing the porosity within the hydrated cement paste. The demand for natural sand in the construction industry has consecutively increased which has resulted in the reduction of sources and an increase in price. In such a situation the quarry dust can be an economical alternative to the river sand. Therefore the quarry dust should be used in construction works, then the cost of construction would be saved significantly and the natural resources would be used efficiently. In this study, I have obtained the quarry dust material sample from the source of Thiruvakkarai and perumukkal source from Villupuram district. The scope of the present study is to investigate the effect of quarry dust towards the performance of High performance concrete. An effort has been made to focus on the mechanical properties of High performance concrete made with quarry dust material. This paper presents the results of a study to use quarry dust in concrete as a partial replacement of sand. The strength characteristics such as compressive strength and flexural strength were investigated to find the optimum replacement of quarry dust. The mechanical properties of High performance concrete with quarry dust at the replacement levels of 0%, 50%, and 100% were studied at 3 days, 7 days, 14 days, 28 days and 60 days of curing. From the studies contained, it was observed that quarry dust plays a vital role in improving the strength of concrete. The performance of concrete ratio and quarry dust replacement level on the compressive strength of quarry dust concrete was investigated.
Keywords: High performance Concrete, Quarry dust, Strength, Workability, Mechanical properties.