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civil engineering gate exam questions
1. A point load of 700 kN is applied on the surface of thick layer of clay. Using Boussinesq's elastic analysis, the estimated vertical stress (σv) at a depth of 2 m and a radial distance of 1.0 m from the point of application of the load, is :
(A): 47.5 kPa
(B): 47.6 kPa
(C): 47.7 kPa
(D): 47.8 kPa
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