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