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Experimental Analysis of Geopolymer Concrete: A Sustainable and

Experimental Analysis of Geopolymer Concrete: A Sustainable and

Daftar is 516 1959

The angle between adjacent 6 Page 12 IS: 516 - 1959 internal faces and between internal faces and top and bottom planes of the mould shall be 90° +0-5° The

Sampling of Concrete Cubes for Test -As per IS 516-1959 · More articles by this author · Explore topics

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