Consider a retaining wall as shown in the Figure 2 and answer the followingquestions:a. Calculate and draw to scale the earth pressures along the wallb. On the basis of active and passive pressures calculated on the wall comment onits stability (your comments should be backed up with calculations4. Page 3 of 4q= 25 kPap = 1500 kg/m³c = 0+ = 22°2 m1 m2 mp = 2150 kg/m³p= 2250 kg/m³c = 25 kPa+ = 20°3 mFigure 2

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Answered: Page 3 of 4 q= 25 kPa p= 1500 kg/m 2 m…

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Civil Engineering

Page 3 of 4 q= 25 kPa p= 1500 kg/m 2 m c=0 = 22 1m is 2 m p= 2150 kg/m p= 2250 kg/m c= 25 kPa = 20 3 m Figure 2

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter14: Lateral Earth Pressure: Curved Failure Surface

Section: Chapter Questions

Problem 14.6P

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Page 3 of 4
q= 25 kPa
p = 1500 kg/m³
c = 0
+ = 22°
2 m
1 m
2 m
p = 2150 kg/m³
p= 2250 kg/m³
c = 25 kPa
+ = 20°
3 m
Figure 2

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