(Use The Figure (10.20) to find the solution of this 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. Sm 1H:2V 1H:2V 1H:1V 8m -18 AN/m y-18 AN/m 6m IA

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(Use The Figure (10.20) to find the solution of this 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.
5 m
1H:2V,
1H:2V
1H:1V
8m
y-18 kN/m
y-18 kN/m"
6 m
B
IA
Figure 10.19
Embankment
loading
0.50
3.0
20
1.6
14
045
12
LO
040
09
07
0.35
06
030
04
- 025
020
02
0.10
005
Figure 10.20
Osterberg's chart
for determination
of vertical stress
0.00
due to embank-
0.01
100
ment loading
327
atendetoa N
Transcribed Image Text:(Use The Figure (10.20) to find the solution of this 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. 5 m 1H:2V, 1H:2V 1H:1V 8m y-18 kN/m y-18 kN/m" 6 m B IA Figure 10.19 Embankment loading 0.50 3.0 20 1.6 14 045 12 LO 040 09 07 0.35 06 030 04 - 025 020 02 0.10 005 Figure 10.20 Osterberg's chart for determination of vertical stress 0.00 due to embank- 0.01 100 ment loading 327 atendetoa N
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