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). 5m
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). 5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faf967273-82f2-48c4-bab3-9ffd367bdffd%2Fd8cbe667-fc6c-42ab-8da7-14fc54ab4d8a%2F2ghm908_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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