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Discussion :: Concrete Technology

  1. The void ratio of

  2. A.
    single size coarse aggregate is roughly 0.45.
    B.
    graded coarse aggregate is roughly 0.040
    C.
    fine aggregate is roughly 0.45
    D.
    all the above.

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    Workspace

    Answer : Option D

    Explanation :

    No answer description available for this question.


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