GATE CE 2023 Set 2 — Question 59

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NAT+2 / -0MediumPile Capacity in ClaysDeep FoundationsGeotechnical Engineering

Geotechnical Engineering → Deep Foundations → Pile Capacity in Clays

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Question

A circular pile of diameter 0.60.6 m and length 88 m was constructed in a cohesive soil stratum having the following properties: bulk unit weight =19= 19 kN/m3^3; angle of internal friction =0= 0^\circ and cohesion =25= 25 kPa.
The allowable load the pile can carry with a factor of safety of 33 is _________________ kN (round off to one decimal place).
[Adopt: Adhesion factor, α=1.0\alpha = 1.0 and Bearing capacity factor, Nc=9.0N_c = 9.0]
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