GATE CE 2023 Set 1 — Question 41

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MCQ+2 / -0.67MediumBoussinesq's TheoryStress Distribution in SoilsGeotechnical EngineeringStress Below Point Load

Geotechnical Engineering → Stress Distribution in Soils → Boussinesq's Theory

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Consider that a force PP is acting on the surface of a half-space (Boussinesq’s problem). The expression for the vertical stress (σz\sigma_z) at any point (r,zr, z), within the half-space is given as,σz=3P2πz3(r2+z2)5/2\sigma_z = \frac{3P}{2\pi} \frac{z^3}{(r^2 + z^2)^{5/2}}where, rr is the radial distance, and zz is the depth with downward direction taken as positive. At any given rr, there is a variation of σz\sigma_z along zz, and at a specific zz, the value of σz\sigma_z will be maximum. What is the locus of the maximum σz\sigma_z?
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