A STUDY ON STRENGTH OF CONCRETE BY PARTIALLY REPLACEMENT OF CEMENT BY COCONUT ENDOCARP ASH

Authors

  • Nagarajan.N Department of Civil Engineering, Sri Shakthi Institute of Engineering and Technology, Coimbatore, Tamil Nadu, India
  • Sri Ruban.D Department of Civil Engineering, Sri Shakthi Institute of Engineering and Technology, Coimbatore, Tamil Nadu, India
  • Sureshkumar.P Department of Civil Engineering, Sri Shakthi Institute of Engineering and Technology, Coimbatore, Tamil Nadu, India
  • Arunkumar.C Department of Civil Engineering, Sri Shakthi Institute of Engineering and Technology, Coimbatore, Tamil Nadu, India

Keywords:

coconut endocarp; opc cement; compressive strength ; split tensile strength; flexural strength; coconut shell ash

Abstract

Conservation of natural resources and prevention of environment is the essence of any development of the problem
arising from continuous technological and industrial development is the disposal of waste materials. If some of the waste materials are
found suitable in concrete making, the cost of construction can be cut down, but also safe disposal of waste materials can be achieved.
So an attempt has been made to access the suitability of different replacement materials in the concrete making. The project
implemented to coconut endocarp. Using Engineering properties of OPC cement and also the design mix (1:1.25:2.93) of concrete is
M20 grade of concrete. The 7th and 28th day compressive strength, Split tensile strength and flexural strength of conventional concrete
and coconut shell ash (CSA) concrete with replacement of 5% to 25%. Finally the results are tabulated and comparisons are plotted
using graphs.

Published

2018-03-25

How to Cite

Nagarajan.N, Sri Ruban.D, Sureshkumar.P, & Arunkumar.C. (2018). A STUDY ON STRENGTH OF CONCRETE BY PARTIALLY REPLACEMENT OF CEMENT BY COCONUT ENDOCARP ASH. International Journal of Advance Engineering and Research Development (IJAERD), 5(3), 194–202. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/2637