- A soil with a unit weight of 20 kN/m3 is loaded on the ground
surface by a uniformly distributed load of 500 kN/m2 over a
circular area 4 m diameter (see Fig. below). Calculate the vertical
stress at depth 5 m below the center and edge of the circular
area.
- Assume the Bousinesq conditions apply.
- Assume the Westergaard conditions apply.
Sudject: Geotechnical Analysis
Please make numbers readable