3. Calculate the overturning moment about the front bottom corner and sliding force agames the wall using Rankine Passive soil pressure. Wall dimensions: H = 8 m, x, = 0.4 m, x = 0.6 m, x, = 1.5 m, x = 3.5 m, Xs = 0.96 m, D = 1.75 m, a = 10° %3D YI = 16.8 kN/m', oi = 32°, = 17.6 kN/m', = 28°, c'2 = 30 kN/m Soil properties: %3D ーカーサータキー
3. Calculate the overturning moment about the front bottom corner and sliding force agames the wall using Rankine Passive soil pressure. Wall dimensions: H = 8 m, x, = 0.4 m, x = 0.6 m, x, = 1.5 m, x = 3.5 m, Xs = 0.96 m, D = 1.75 m, a = 10° %3D YI = 16.8 kN/m', oi = 32°, = 17.6 kN/m', = 28°, c'2 = 30 kN/m Soil properties: %3D ーカーサータキー
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Retaining Walls
Section: Chapter Questions
Problem 17.9P
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![3. Calculate the overturning moment about the front bottom corner and sliding force against
the wall using Rankine Passive soil pressure.
Wall dimensions: H = 8 m, x, = 0.4 m, x, = 0.6 m, x, = 1.5 m, x4 = 3.5 m,
Xs = 0.96 m, D = 1.75 m, a = 10°
%3D
!3!
%3D
Soil properties:
= 28°,
16.8 kN/m', o = 32°, y = 17.6 kN/m', 42
c'2= 30 kN/m?
YI
%3D
%3!
చికాా](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F41a2c4a5-b769-4541-a4f6-128dba773dd1%2F4441c644-ad28-4a58-84c7-d3f5e4f64651%2F88peuzm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Calculate the overturning moment about the front bottom corner and sliding force against
the wall using Rankine Passive soil pressure.
Wall dimensions: H = 8 m, x, = 0.4 m, x, = 0.6 m, x, = 1.5 m, x4 = 3.5 m,
Xs = 0.96 m, D = 1.75 m, a = 10°
%3D
!3!
%3D
Soil properties:
= 28°,
16.8 kN/m', o = 32°, y = 17.6 kN/m', 42
c'2= 30 kN/m?
YI
%3D
%3!
చికాా
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