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

Discussion :: Soil Mechanics and Foundation Engineering

  1. If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient
    2. A.

    ic = \(\frac { G +1 } { 1-e} \)
    B.

    ic = \(\frac { G +1 } { 1+e} \)
    C.

    ic  = \(\frac { G -1 } { 1+e} \)
    D.

    ic  = \(\frac { G -1 } { 1-e} \)

    View Answer

    Workspace

    View Answer

    Answer : Option C

    Explanation :

    No answer description available for this question. 

Write your comments here:

Be The First To Comment