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civil engineering structural design specifications
1. For under water concreting.
(A): All the above
(B): at least 10 percent more cement is required as compared to dry conditions
(C): dewatering by pumping is not done or until 24 hours thereafter
(D): the slump should not be less than 100 mm and not more than 180 mm
(E): the volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate
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