engineering recuitment GATE CE 2023-24 Test Series Soil Mechanics and Foundation Engineering Bearing Capacity Shallow Foundation
A 4m × 3m raft is provided at a depth of 3 m below the ground surface in a purely cohesive soil such that the ultimate bearing capacity by Terzaghi’s is given by 1450kN/m2. The net ultimate bearing capacity by Skempton is _______kN/m2.
Assume Bearing capacity factor by Terzaghi to be: NC = 5.7, Nq = 1.0. Unit weight of clay layer to be 19 kN/m3Enter numerical value using the virtual keypad. Round off where necessary.