GATE CE 2015 Set 2 — Question 24
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Geotechnical Engineering → Shallow Foundations → Terzaghi's Bearing Capacity
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Question
Net ultimate bearing capacity of a footing embedded in a clay stratum
Correct answer
(D) is independent of depth and size of footing
Solution
For a footing in a clay stratum (where the angle of internal friction ), the net ultimate bearing capacity () according to Terzaghi's theory is:where is the undrained cohesion and is a bearing capacity factor (typically for a strip footing). This expression does not depend on the width () or the depth () of the footing. Thus, the net ultimate bearing capacity is independent of the depth and size of the footing.
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