A rigid shallow foundation 1 m 1 m in plan is shown in Figure below. Calculate the elastic settlement at the centerof the foundation.Ag = 200 kN/m21 m1m x1 mE, (kN/m²)|+ 8000Hy = 0.32+ 6000 -3+ 10,0006/3/2021ECG 4313 FOUNDATION DESIGN

solution𝛿i=q×αB'×1-μ2Es×Is×Ifq=200 KN/m2H=5 mα=4B'=B2=12=0.5Es=∑Esi×HiHEs=8000×2 +6000×1…

A rigid shallow foundation 1 m 1 m in plan is shown in Figure below. Calculate the elastic settlement at the cente f the foundation. Ag = 200 kN/m2 1 m 1m x1m E, (kN/m²) + 8000 Hy = 0.3 +6000 - + 10,000 Rock 2021 ECG 4313 FOUNDATION DESI

A rigid shallow foundation 1 m 1 m in plan is shown in Figure below. Calculate the elastic settlement at the cente f the foundation. Ag = 200 kN/m2 1 m 1m x1m E, (kN/m²) + 8000 Hy = 0.3 +6000 - + 10,000 Rock 2021 ECG 4313 FOUNDATION DESI

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases

Section: Chapter Questions

Problem 5.9P

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Question

A rigid shallow foundation 1 m 1 m in plan is shown in Figure below. Calculate the elastic settlement at the center
of the foundation.
Ag = 200 kN/m2
1 m
1m x1 m
E, (kN/m²)|
+ 8000
Hy = 0.3
2
+ 6000 -
3
+ 10,000
6/3/2021
ECG 4313 FOUNDATION DESIGN

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