Soil with a unit weight of 16.97 kN/m^3 is loaded on the ground surface by a uniformly distributed load of 300 kN/m^3 over a circular area 4 m in diameter. Compute the total vertical stress increment due to this uniform load at a depth of 5 m below the center of the circular area. a.60 b.144.8 c.232.49 d.714
Soil with a unit weight of 16.97 kN/m^3 is loaded on the ground surface by a uniformly distributed load of 300 kN/m^3 over a circular area 4 m in diameter. Compute the total vertical stress increment due to this uniform load at a depth of 5 m below the center of the circular area. a.60 b.144.8 c.232.49 d.714
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.11P
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Soil with a unit weight of 16.97 kN/m^3 is loaded on the ground surface by a uniformly distributed load of 300 kN/m^3 over a circular area 4 m in diameter. Compute the total vertical stress increment due to this uniform load at a depth of 5 m below the center of the circular area.
a.60
b.144.8
c.232.49
d.714
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