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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 - undrained shear strength φ - angle of internal friction - width of strip footing - ultimate bearing capacity of soil) |
A. | 5.7 |
B. | 5.14 |
C. | 4π |
D. | 2π |
Answer» C. 4π | |