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

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter13: Retaining Walls

Section: Chapter Questions

Problem 13.2P

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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

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