Menu
Home / Civil Engineering / Soil Mechanics and Foundation Engineering :: Discussion

Discussion :: Soil Mechanics and Foundation Engineering

  1. The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is

    2. A.

    0.01
    B.
    0.02
    C.

    0.05
    D.
    0.001

    View Answer

    Workspace

    View Answer

    Answer : Option A

    Explanation :

    No answer description available for this question

Write your comments here:

Be The First To Comment