1 The vertical stress at point P, due to the point load Q on the ground surface as shown in figure is o₂. According to Boussinesq's equation, the vertical stress at point P₂ shown in figure will be Z 61 Q 14 r/2 Z/2 P₁

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 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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1
The vertical stress at point P, due to the
point load Q on the ground surface as shown
in figure is o₂. According to Boussinesq's
Z
2
equation, the vertical stress at point P₂
shown in figure will be
Z
14
r/2
Z/2
P2
P₁
Transcribed Image Text:1 The vertical stress at point P, due to the point load Q on the ground surface as shown in figure is o₂. According to Boussinesq's Z 2 equation, the vertical stress at point P₂ shown in figure will be Z 14 r/2 Z/2 P2 P₁
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