Civil Engineering > GATE 2017 SET-1 > Geotechnical Engineering
A uniformly distributed line load of 500 kN/m is acting on the ground surface. Based on Boussinesq's theory, the ratio of vertical stress at a depth 2 m to that at 4 m, right below the line of loading, is
A
0.25
B
0.5
C
2.0
D
4.0

Explanation

Correct : c

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