Estimate the elastic settlement

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Subject: Geotechnical engineering Answer must be 4.95mm
A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown
in Figure 11.43. Estimate the elastic settlement due to the net applied pressure,
Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E,
13,500 kN/m²; and µ, = 0.4.
Foundation
B×L
Ao.
Df
Soil
Poisson's ratio
modulus of elasticity
%3!
E,
%3D
H
Rock
Transcribed Image Text:A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E, 13,500 kN/m²; and µ, = 0.4. Foundation B×L Ao. Df Soil Poisson's ratio modulus of elasticity %3! E, %3D H Rock
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