Relationship between Non-Destructive Testing of Rebound Hammer and Destructive Testing

Authors

  • Konapure C.G Civil Engineering Department, Walchand Institute of Technology, Solapur, India. Author
  • Jagale Richardrobin. J Civil Engineering Department, Walchand Institute of Technology, Solapur, India. Author

DOI:

https://doi.org/10.14741/

Keywords:

Concrete mix, destructive strength, rebound number, grade of concrete.

Abstract

This paper deals with Experimental investigation for M-20& M25 grade of concrete having mix proportion 1:2.09:3.02 &1: 1.98:3.88 with water cement ratio 0.45 & 0.42 to study the destructive strength, grade of concrete, & rebound number. A result data obtained has been analyzed and compared with destructive results. A relationship between rebound numbers vs. destructive strength represented mathematically and graphically. Result data clearly shows that increase the strength of concrete in 28 days rebound number and destructive strength for M-20 & M25Grade of Concrete.

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Published

2015-08-31

Issue

Vol.5, No.4 (Jul/Aug 2015)

Section

Articles

How to Cite

Relationship between Non-Destructive Testing of Rebound Hammer and Destructive Testing. (2015). International Journal of Current Engineering and Technology, 5(4), 2709-2712. https://doi.org/10.14741/