engineering recuitment MP Vyapam Sub Engineer Mock Test 2024 Soil Mechanics and Foundation Engineering Bearing Capacity Deep Foundation
A single pile, 50 cm in diameter and 16 m long, is driven in clay having an average unconfined compressive strength of 100 kN/m2. The ultimate load carrying capacity of the pile, neglecting end bearing if any, and assuming shear mobilization of 0.75 around the pile, is nearly :
1
840 kN
2
900 kN
3
940 kN
4
1000 kN