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  1. For the strip footing on a saturated clay, for the given failure surface as shown in the below figure, the bearing capacity equation takes the form : (where Cu - undrained shear strength φu - angle of internal friction B - width of strip footing qc - ultimate bearing capacity of soil)

    2. A.
    5.7 Cu
    B.
    5.14 Cu
    C.
    4π Cu
    D.
    2π Cu

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    Answer : Option B

    Explanation :

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