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


Author : Konapure C.G and Jagale Richardrobin.J

Pages : 2709-2712
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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.

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

Article published in International Journal of Current Engineering and Technology, Vol.5, No.4 (Aug-2015)

 

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