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
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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