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)

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


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