For the strip footing on a saturated clay, for the given failure surface (fig. 3. 12), the bearing capacity equation takes the form whereCu =undrained shear strengthϕu = angle of internal frictionB = width of strip footingqc ultimate bearing capacity of soil

For the strip footing on a saturated clay, for the given failure surfa

1.	For the strip footing on a saturated clay, for the given failure surface (fig. 3. 12), the bearing capacity equation takes the form whereCu =undrained shear strengthϕu = angle of internal frictionB = width of strip footingqc ultimate bearing capacity of soil
Answer» For the strip footing on a saturated clay, for the given failure surface (fig. 3. 12), the bearing capacity equation takes the form where $C_{u}$ =undrained shear strength $ϕ_{u}$ = angle of internal friction B = width of strip footing $q_{c}$ ultimate bearing capacity of soil

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For the strip footing on a saturated clay, for the given failure surface (fig. 3. 12), the bearing capacity equation takes the form whereCu =undrained shear strengthϕu = angle of internal frictionB = width of strip footingqc ultimate bearing capacity of soil

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