ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m
ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.3P
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Question
A vertical retaining wall 6m high is supporting a horizontal backfill having a weight of 16.5 kN/m^3 and a saturated unit weight of 19 kN/m^3. Angle of friction of the backfill is 30°. Ground water table is located 3m below ground surface.
A.Determinw thw total active force acting on the wall
![ground surface
y = 16.5 kN/m3
$ = 30°
3m
water table
Ysat = 19 kN/m3
$ = 30°
%3D
3m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd6195684-d723-4468-86c6-762de30a2c6c%2Fbb20e56d-ca53-4bda-88c0-a1283b1cc3c3%2Fr6pikn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:ground surface
y = 16.5 kN/m3
$ = 30°
3m
water table
Ysat = 19 kN/m3
$ = 30°
%3D
3m
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