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GATE 2019 CE (CE1) – Question 35

Geotechnical Engineering · Stress distribution in soils, Boussinesq theory, pressure bulbs · 1 mark · Numerical answer

A concentrated 500 kN load acts on an elastic half-space. According to Boussinesq’s theory, find the ratio of increases in vertical normal stress at depths 2 m and 4 m directly below the load.

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Correct answer: 4 to 4

Explanation

Directly below a point load, Boussinesq’s result is $\Delta\sigma_z=3Q/(2\pi z^2)$. Constants and load cancel in the ratio: $\Delta\sigma_z(2)/\Delta\sigma_z(4)=(4/2)^2=$ **4**.