(Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay soils layers as shown below. Unit weights of the left and right embankments are 11 and 13 kN/m², respectively. Determine the stress increase under the embankments at point A that are loaded at a depth of 4 m below the ground surface. Im. Cemer ia y= 11 kN/m 5m y= 13 /m
(Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay soils layers as shown below. Unit weights of the left and right embankments are 11 and 13 kN/m², respectively. Determine the stress increase under the embankments at point A that are loaded at a depth of 4 m below the ground surface. Im. Cemer ia y= 11 kN/m 5m y= 13 /m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:(Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay soils layers as
shown below. Unit weights of the left and right embankments are 11 and 13 kN/m², respectively. Determine the
stress increase under the embankments at point A that are loaded at a depth of 4 m below the ground surface.
Center ine
1V:1H
y= 11 kN/m
5m
13 N/m
Figure 10.19
Embankment
loading
050
3.0
20
045
14
12
LO
0.40
09
07
0.35
06
0.30
04
025
020
02
a10
Figure 10.20
Osterberg's chart
for determination
of vertical stress
0.00
TT TT
due to embank-
100
ment koading
327
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