Refer to Figure, q1 = 90 kN/m; q2 %3D 325 kN/m; x1 = 4 m; x2 = 2.5 m; z = 3 m. the vertical stress increase, at point A is nearly (kN/m2) Line load = q1 Line load = 42 Δσ 28.6 O 18.6 O 24.6 O

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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Refer to Figure, q1 = 90 kN/m; q2 =
%3D
325 kN/m; x1 = 4 m; x2 = 2.5 m; z = 3
%3D
m. the vertical stress increase, at
point A is nearly (kN/m2)
Line load = 91
Line load = 92
- x2
28.6
18.6
24.6
Transcribed Image Text:Refer to Figure, q1 = 90 kN/m; q2 = %3D 325 kN/m; x1 = 4 m; x2 = 2.5 m; z = 3 %3D m. the vertical stress increase, at point A is nearly (kN/m2) Line load = 91 Line load = 92 - x2 28.6 18.6 24.6
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