Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A N.G.L Both loads are equal to 150 ydry = 16 kN/m kN applied 2 m ysat 19 kN/m = 0.5 m 0.5 m over an area of 1x1m ydry 15 kN/m 4 m ysat 18 kN/m ydry = 18 kN/m 5 m ysat = 20 kN/m ydry = 15 kN/m + 4 m

Structural Analysis
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Chapter2: Loads On Structures
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Soil mechanics  Geotechnical Engineer.


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Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile:
A
N.G.L
Both loads are
ydry
equal to 150
16 kN/m
kN applied
ysat
19 kN/m
0.5 m 0.5 m
over an area of
WIE
1x1m
ydry = 15 kN/m
ysat
18 kN/m
ydry
18 kN/m
=
ysat = 20 kN/m
ydry = 15 kN/m
ysat = 18 kN/m
ydry = 17 kN/m
ysat
=
19 kN/m
ydry = 16 kN/m
ysat =
18 kN/m
+
2 m
4 m
5m
E
+
4 m
2 m
+
6 m
+
=
A
!!!
Transcribed Image Text:Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A N.G.L Both loads are ydry equal to 150 16 kN/m kN applied ysat 19 kN/m 0.5 m 0.5 m over an area of WIE 1x1m ydry = 15 kN/m ysat 18 kN/m ydry 18 kN/m = ysat = 20 kN/m ydry = 15 kN/m ysat = 18 kN/m ydry = 17 kN/m ysat = 19 kN/m ydry = 16 kN/m ysat = 18 kN/m + 2 m 4 m 5m E + 4 m 2 m + 6 m + = A !!!
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