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GATE Civil Engineering (CE) 2010 Solved Paper

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Question : 49

Total: 65

The ultimate load capacity of a 10 m long concrete pile of square cross-section 500 mm × 500 mm driven into a homogeneous clay layer having undrained cohesion value of 40 kPa is 700 kN. If the cross-section of the pile is reduced to 250 mm × 250 mm and the length of the pile is increased to 20 m, the ultimate load capacity will be

350 kN
632.5 kN
722.5 kN
1400 kN

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