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Which one can’t be the reason for the shrinkage of concrete?(a) W/c ratio(b) Temperature(c) Cement content(d) FormworkI got this question by my school teacher while I was bunking the class.My question comes from Cracking of Concrete, Evaluation of Cracks in section Repair Technology for Concrete Structures of Concrete Technology |
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Answer» Right choice is (d) Formwork |
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