A retaining wall is supporting a backfill having a Ao = 23 kPa, y1 = 16.6 kN/m2 y2 = 19.0 kN/m? %3D %3! 01 32° %3D 02 = 38° H1 = 4.0m, %3D H2 = 2.3m Compute the resultant force. y1 Ф1 H1 y2 Ф2 H2
A retaining wall is supporting a backfill having a Ao = 23 kPa, y1 = 16.6 kN/m2 y2 = 19.0 kN/m? %3D %3! 01 32° %3D 02 = 38° H1 = 4.0m, %3D H2 = 2.3m Compute the resultant force. y1 Ф1 H1 y2 Ф2 H2
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 15.14P
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![A retaining wall is supporting a backfill having a
Δσ-23 kPa,
y1 = 16.6 kN/m?
y2 = 19.0 kN/m2
01 = 32°
02 = 38°
%3D
H1 = 4.0m,
H2 = 2.3m
Compute the resultant force.
y1
01
H1
y2
H2
$2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff092f704-45a7-49b6-b8e6-370e5ee0286c%2F194ee870-babc-4619-916c-f4764200fd66%2F3boifem_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A retaining wall is supporting a backfill having a
Δσ-23 kPa,
y1 = 16.6 kN/m?
y2 = 19.0 kN/m2
01 = 32°
02 = 38°
%3D
H1 = 4.0m,
H2 = 2.3m
Compute the resultant force.
y1
01
H1
y2
H2
$2
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