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

Discussion :: Soil Mechanics and Foundation Engineering

  1. If σ0' and σ' represent initial and increased pressure ; e0 and e void ratios corresponding to initial and increased pressure ; and C0 the compression index (dimensionless), then, the virgin compression curve as expressed by Terzaghi empirical formula is
    2. A.

    e = e0 + Cc log10 σ'/σ0'
    B.

    e = e0 - Cc log10 σ'/σ0'
    C.

    e0 = e - Cc log10 σ'/σ0'
    D.

    e0 = e + Cc log10 σ0'/σ'

    View Answer

    Workspace

    View Answer

    Answer : Option B

    Explanation :

    No answer description available for this question.

Write your comments here:

Be The First To Comment