Check for overturning and sliding
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.5P
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Check for overturning and sliding
![Design a Retaining Wall
H₂3/05
0=10 - RN
10
4= 0·4+RN
4= 0.45.
9-5
RN = last ² dlight of Relarming wall
Soil ² $ = 30°+ RN = 30.5
10
8 = 18 kN/m3.
Safe Beowing capacity (80+RN) kN/m²
85 kN/m²](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6d38a0b4-b6a2-4a43-ae89-4d97900836a2%2Fcdd754ae-5032-45f1-9ec6-def14823b844%2Fm9dr0vn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design a Retaining Wall
H₂3/05
0=10 - RN
10
4= 0·4+RN
4= 0.45.
9-5
RN = last ² dlight of Relarming wall
Soil ² $ = 30°+ RN = 30.5
10
8 = 18 kN/m3.
Safe Beowing capacity (80+RN) kN/m²
85 kN/m²
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