Environmental Engineering Reference
In-Depth Information
Vertical displacement (mm)
0
25
50
75
100
125
0
e
0
= 0.962
μ
= 0.40
C
s
= 0.085
C
s
= 0.090
0.5
C
s
= 0.095
C
s
= 0.100
1.0
1.5
Measured
Predicted
2.0
2.5
Figure 16.45
Measured and predicted vertical displacements with depth near center of slab for
various values of swelling index
C
s
.
100
C
s
= 0.090
μ
= 0.40
e
0
= 0.920
80
e
0
= 0.962
e
0
= 1.000
60
Measured
40
20
0
5
7
9
11
13
15
Distance (m)
Figure 16.46
Measured and predicted vertical displacements at surface of slab for various
values of initial void ratio
e
o
.
Vertical displacement (mm)
0
25
50
75
100
125
0
C
s
= 0.090
μ
e
0
= 1.000
e
0
= 0.962
= 0.40
0.5
e
0
= 0.920
1.0
1.5
Measured
Predicted
2.0
2.5
Figure 16.47
Measured and predicted vertical displacements with depth near center of slab for
various values of initial void ratio
e
o
.
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