A concentrated vertical load of 3000 kN is applied on a horizontal ground surface. Points P and Q are at depths 1 m and 2 m below the ground, respectively, along the line of application of the load. Considering the ground to be a linearly elastic, isotropic, semi-infinite medium, the ratio of the increase vertical stress at P to the increase in vertical stress at Q is (in integer)
A concentrated vertical load of 3000 kN is applied on a horizontal ground surface. Points P and Q are at depths 1 m and 2 m below the ground, respectively, along the line of application of the load. Considering the ground to be a linearly elastic, isotropic, semi-infinite medium, the ratio of the increase vertical stress at P to the increase in vertical stress at Q is (in integer)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A concentrated vertical load of 3000
kN is applied on a horizontal ground
surface. Points P and Q are at depths
1 m and 2 m below the ground,
respectively, along the line of application
of the load. Considering the ground to be
a linearly elastic, isotropic, semi-infinite
medium, the ratio of the increase in
vertical stress at P to the increase
in vertical stress at Q is
_. (in
integer)
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