According to Businesq's theory, the vertical stress at a point in a semi-infinite soil mass depends upon

- 1
  
  point load, coordinates of the point and modulus of elasticity of soil
- 2
  
  point load, coordinates of the point,modulus of elasticity of soil and its Poission's ratio
- 3
  
  point load and coordinates of the point
- 4
  
  point load, coordinates of the point, modulus of elasticity of soil and its density

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