Question: ( f ) Without actually deriving the equation, show how you might develop the expression for the ultimate bearing capacity ( q f ) for

(f) Without actually deriving the equation, show how you might develop the
expression for the ultimate bearing capacity (qf) for the case of undrained
bearing of a shallow strip footing on a clay soil as shown on Figure 3.
qf=2cu+2cuzB+z
where:
Cuu= undrained shear strength
= unit weight of soil
Figure 3
( f ) Without actually deriving the equation,

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