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What is the acceptable percentage of slump in Mix concrete?
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Answer Posted / vijay kumar.g
depend upon the work(is:456-2000)
mass concrete and lightly reinforced sections(beams columns,walls and slabs)25-75mm
heavily reinforced sections(beams columns,walls and slabs) and pumped concrete and trench fill 50-100mm
flow able concrete 100(+/-)20
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