PROBLEM 5. A 4-m high embankment is to be constructed as shown in the Fig. 3 below. If the unit weight of soil used in the embankment is 19.0 KN/m³, calculate the vertical stress due to the embankment loading at points P1, P2 and P3. Use the Straight Line Law of Osterberg, 1957. 11.5 7.5 5.5 D Ki C E 4.5 1.5 4.0 y = 19 kN/m 1.5 B 4.0 -4.0 - 3.0 Note: All dimensions are in metres P3 P2 P, Fig. 3.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 4-m high embankment is to be constructed as shown in the Fig. 3 below. If the unit weight of soil used in the embankment is 19.0 kN/m3, calculate the vertical stress due to the embankment loading at points P1, P2 and P3. Use the Straight Line Law of Osterberg, 1957.

PROBLEM 5.
A 4-m high embankment is to be constructed as shown in the Fig. 3 below. If the unit weight of
soil used in the embankment is 19.0 kN/m³, calculate the vertical stress due to the embankment
loading at points P1, P2 and P3. Use the Straight Line Law of Osterberg, 1957.
11.5
7.5
5.5
L
D
Ki
AC E
[1
1.5
H
4.0
M
y = 19 kN/m?
1.5
B
:4.0
-4.0
-3.0-
Note: All dimensions are in metres
P3
P2
P,
Fig. 3.
Transcribed Image Text:PROBLEM 5. A 4-m high embankment is to be constructed as shown in the Fig. 3 below. If the unit weight of soil used in the embankment is 19.0 kN/m³, calculate the vertical stress due to the embankment loading at points P1, P2 and P3. Use the Straight Line Law of Osterberg, 1957. 11.5 7.5 5.5 L D Ki AC E [1 1.5 H 4.0 M y = 19 kN/m? 1.5 B :4.0 -4.0 -3.0- Note: All dimensions are in metres P3 P2 P, Fig. 3.
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