????? An embankment load on a silty clay soil layer as shown below. Determine the stress increase under the embankmentat points A and B that are loaded at a depth of 6 m below the ground surface, please use figure (10.20).5 m1Н:2V,1H:2V1H:1V8 my=18 kN/my=18 kN/m"6 m: BFigure 10.19Embankmentloading0.50-3.020160.45-141.2LO0.40 -0.90.80.70.35-0.6030-0504* 025 -030.20 -0.20.15 -0.10 -0.10.05-Figure 10.20Osterberg's chartfor determinationof vertical stress0.00TI TT -due to embank-010.110ment loading100327

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Answered: . Determine the stress increase under…

Engineering

Civil Engineering

. Determine the stress increase under the embankment

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.13P: Repeat Problem 10.12 for q = 700 kN/m2, B = 8 m, and z = 4 m. In this case, point A is located below...

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Question

?????

An embankment load on a silty clay soil layer as shown below. Determine the stress increase under the embankment
at points A and B that are loaded at a depth of 6 m below the ground surface, please use figure (10.20).
5 m
1Н:2V,
1H:2V
1H:1V
8 m
y=18 kN/m
y=18 kN/m"
6 m
: B
Figure 10.19
Embankment
loading
0.50-
3.0
20
16
0.45-
14
1.2
LO
0.40 -
0.9
0.8
0.7
0.35
-
0.6
030-
05
04
* 025 -
03
0.20 -
0.2
0.15 -
0.10 -
0.1
0.05-
Figure 10.20
Osterberg's chart
for determination
of vertical stress
0.00
TI TT -
due to embank-
01
0.1
10
ment loading
100
327

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