Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A N.GL ydry 16 kN/m 150 kN over an 2 m ysat = 19 kN/m area of 2 x 2 m -+ ydry 15 kN/m 4 m ysat = 18 kN/m ydry 18 kN/m 5m ysat 20 kN/m ydry 15 kN/m 4 m ysat 18 kN/m ydry = 17 kN/m 2 m ysat = 19 kN/m ydry = 16 kN/m 6 m ysat 18 kN/m A

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
ydry
16 kN/m
2 m
150 kN over an
area of 2 x 2 m
ysat
19 kN/m
!!!!!
-+
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
ysat
18 kN/m
ydry
17 kN/m
2 m
ysat =
19 kN/m
ydry
16 kN/m
6 m
ysat =
18 kN/m
T
=
=
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 ydry 16 kN/m 2 m 150 kN over an area of 2 x 2 m ysat 19 kN/m !!!!! -+ 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 ysat 18 kN/m ydry 17 kN/m 2 m ysat = 19 kN/m ydry 16 kN/m 6 m ysat = 18 kN/m T = = A
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