A STUDY ON SELF COMPACTING CONCRETE AND ORDINARY CONCRETE WITH RICE HUSK ASH AS A PARTIAL REPLACEMENT FOR CEMENT

  • B.Brinda Devi Chendhuran college of Engineering and Technology, Pilivalam
  • R. sureshkumar Chendhuran college of Engineering and Technology, Pilivalam
Keywords: Rice Husk Ash, Viscosity Modifying Agent, Super plasticizer, Compressive strength, Split tensile strength and Flexural Strength.

Abstract

This paper presents a review on self compacting concrete and ordinary concrete with RHA (Rice husk ash) as a partial replacement of cement, due to the high increase in construction which has brought a heavy demand for ingredients of concrete such as cement and sand, and these materials are becoming costly and scarce. Rice Husk ash is a waste material its use in the production of concrete may prove to be advantageous in an agriculture driven economy like India. It has been used as a highly reactive pozzolanic material to improve the microstructure of the interfacial transition zone (ITZ) between the cement paste and the aggregate in self-compacting concrete. The basic objective of the study is to understand the strength characteristics of the selfcompaction mixes with different compositions of RHA ( 5% 7.5% 10% 12.5% 15%) and are compared with conventional concrete. Various specimens were tested for compressive, split tensile and flexural strength of self-compacting concrete and ordinary concrete incorporating various percentage of rice husk ash.

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Author Biographies

B.Brinda Devi, Chendhuran college of Engineering and Technology, Pilivalam

PG Student, Structural Engineering

R. sureshkumar, Chendhuran college of Engineering and Technology, Pilivalam

Assistant Professor, Department of Civil Engineering

Published
2015-06-30
How to Cite
Devi, B., & sureshkumar, R. (2015). A STUDY ON SELF COMPACTING CONCRETE AND ORDINARY CONCRETE WITH RICE HUSK ASH AS A PARTIAL REPLACEMENT FOR CEMENT. IJRDO - Journal of Mechanical And Civil Engineering, 1(6), 84-97. https://doi.org/10.53555/mce.v1i6.991