with a factor of safety of 3. Then, to the ground c) Comment on any differences for the computed allowable loads. G.S. Ys= 17 kN/m³ Dry soil = 32° 1.25 m +F C=13 kPa 1.0 mx 1.0 m W.T. Saturated soil Ysat. = 18 kN/m³ = 30° C=12 kPa 1.5
with a factor of safety of 3. Then, to the ground c) Comment on any differences for the computed allowable loads. G.S. Ys= 17 kN/m³ Dry soil = 32° 1.25 m +F C=13 kPa 1.0 mx 1.0 m W.T. Saturated soil Ysat. = 18 kN/m³ = 30° C=12 kPa 1.5
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.7CTP
Related questions
Question
![Fi
failu
as
with a factor of safety of 3. Then,
UVS To the grouna
c) Comment on any differences for the computed allowable loads.
G.S.
Ys= 17 kN/m³
O = 32°
C=13 kPa
Dry soil
%3D
1.25 m
1.5
1.0 m x 1.0 m
W.T.
Ysat.= 18 kN/m³
(þ = 30°
Saturated soil
C=12 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fadaf03ba-4b58-4dbd-916d-3ce4df30ca58%2Fa9df14e7-a901-4c34-85e9-6d4d53325e83%2Fanjspv9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Fi
failu
as
with a factor of safety of 3. Then,
UVS To the grouna
c) Comment on any differences for the computed allowable loads.
G.S.
Ys= 17 kN/m³
O = 32°
C=13 kPa
Dry soil
%3D
1.25 m
1.5
1.0 m x 1.0 m
W.T.
Ysat.= 18 kN/m³
(þ = 30°
Saturated soil
C=12 kPa
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