Environmental Engineering Reference
In-Depth Information
100
e
0
= 0.962
μ
= 0.49
C
s
= 0.090
80
μ
= 0.35
60
Measured
40
20
0
5
7
9
11
13
15
Distance (m)
Figure 16.42
Measured and predicted vertical displacements at surface of concrete slab for
various values of Poisson's ratio
μ
.
Vertical displacement (mm)
0
25
50
75
100
125
0
e
0
= 0.962
C
s
= 0.090
0.5
1.0
1.5
Measured
Predicted
2.0
2.5
Figure 16.43
Measured and predicted vertical displacements with depth near center of slab for
various values of Poisson's ratio
μ
.
100
e
0
= 0.962
μ
= 0.40
C
s
= 0.100
80
C
s
= 0.095
C
s
= 0.090
60
Measured
40
20
0
5
7
9
11
13
15
Distance (m)
Figure 16.44
Measured and predicted vertical displacements at surface of slab for various
values of swelling index
C
s
.
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