A rigid shallow foundation 4 m 2 m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df-1 m. The depth between the bottom of the base of the foundation and the bed rock H-6 m. If poisson's ration is 0.25. Use depth factor (If)-0.8 The value of shape factor is (Is)? Calculate the elastic FLEXIBLE settlement at the corner of the foundation in (mm)? Calculate the elastic RIGID settlement at the corner of the foundation in (mm)?

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 9.15P
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Geotechnical Engineering
A rigid shallow foundation 4 m*2 m. Calculate the elastic settlement at the center of the foundation.
Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=1 m. The
depth between the bottom of the base of the foundation and the bed rock H=6 m. If poisson's ration is
0.25.
Use depth factor (If)=0.8
The value of shape factor is (Is)?
Calculate the elastic FLEXIBLE settlement at the corner of the foundation in (mm)?
Calculate the elastic RIGID settlement at the corner of the foundation in (mm)?
Transcribed Image Text:A rigid shallow foundation 4 m*2 m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=1 m. The depth between the bottom of the base of the foundation and the bed rock H=6 m. If poisson's ration is 0.25. Use depth factor (If)=0.8 The value of shape factor is (Is)? Calculate the elastic FLEXIBLE settlement at the corner of the foundation in (mm)? Calculate the elastic RIGID settlement at the corner of the foundation in (mm)?
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