engineering recuitment GATE CE 2023-24 Test Series Soil Mechanics and Foundation Engineering Vertical Stress Distribution
A concentrated load of 800 kN is applied vertically at a point on the clayey soil surface. If Boussinesq's equation is applied for the computation of stress, then the vertical stresses at depths of 3 m and a radial distance of 2.0 from the point of application of load will be X * 103 Pa, the value of X (up to two decimal places).
Enter numerical value using the virtual keypad. Round off where necessary.