GATE CE 2018 Set 1 — Question 41

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MCQ+2 / -0.67MediumPile Capacity in ClaysDeep FoundationsGeotechnical Engineering

Geotechnical Engineering → Deep Foundations → Pile Capacity in Clays

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A 0.5 m×0.5 m0.5\text{ m} \times 0.5\text{ m} square concrete pile is to be driven in a homogeneous clayey soil having undrained shear strength, cu=50 kPac_u = 50\text{ kPa} and unit weight, γ=18.0 kN/m3\gamma = 18.0\text{ kN/m}^3. The design capacity of the pile is 500 kN500\text{ kN}. The adhesion factor α\alpha is given as 0.750.75. The length of the pile required for the above design load with a factor of safety of 2.02.0 is
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