engineering recuitment MP Vyapam Sub Engineer Mock Test 2024 Soil Mechanics and Foundation Engineering Bearing Capacity Deep Foundation
A pile of diameter 0.3 m and length 10 m embedded in a deposit of clay. The undrained strength parameters of the clay have cohesion = 100 kN/m2 and the angle of internal friction as zero. The skin friction capacity of the pile for an adhesion factor of 0.45, is ________.
1
424 kN
2
212 kN
3
848 kN
4
106 kN