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Which one can’t be the reason for the shrinkage of concrete?

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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) Formwork

I 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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Best answer
Right choice is (d) Formwork

Explanation: Formwork can never cause shrinkage in concrete even it helps to reduce the shrinkage in concrete.

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