Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure below. If the unit weight of compacted soil is 19 kN/m°, calculate the vertical stress due to the embankment loading at (A), (B), and (C) points. 6m 4.5m 1.5m i1.5m 1:1 slope 1:1 slope 3m Y soil =19 kN/m³ 3m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure
below. If the unit weight of compacted soil is 19 kN/m³, calculate the vertical stress
due to the embankment loading at (A), (B), and (C) points.
6m
4.5m
+1.5m i1.5m +
1:1 slope
3m
1:1 slope
Y soil = 19 kN/m3
3m
В
Transcribed Image Text:Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure below. If the unit weight of compacted soil is 19 kN/m³, calculate the vertical stress due to the embankment loading at (A), (B), and (C) points. 6m 4.5m +1.5m i1.5m + 1:1 slope 3m 1:1 slope Y soil = 19 kN/m3 3m В
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