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(CE APRIL 2024) According to the Boussinesq’s Theory, the vertical stress at a point below the surface of a semi-infinite, homogeneous, isotropic soil mass due to a point load 𝑄 applied at the ground surface is given by the equation:
r = horizontal distance of the point from the vertical line of application of the load.
z = depth of point below the ground surface

a. If the point is 3 m directly below the point of application of the load.
b. If the point is 6 m directly below the point of application of the load.
c. If the point is 6 m below the load but 3 m horizontally from its line of application.


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Reference:
1. "Licensure Exams for Civil Engineering - APRIL 2025 ed" by BESAVILLA
2. "CE Reference for Licensure Examination" by GILLESANIA
3. Multi-Level Engineering Review Center (MEReC)