Environmental Engineering Reference
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100
e 0 = 0.962
C s = 0.090
μ = 0.40
K 0 = 0.400
80
K 0 = 0.667
K 0 = 1.000
60
Measured
40
20
0
5
7
9
11
13
15
Distance (m)
Figure 16.48 Measured and predicted vertical displacements at surface of slab for various
values of coefficient of earth pressure at rest, K 0 .
Vertical displacement (mm)
0
25
50
75
100
125
0.0
e 0 = 0.962
C s = 0.090
μ = 0.40
K 0 = 1.000
K 0 = 0.667
K 0 = 0.400
0.5
1.0
Measured
Predicted
1.5
2.0
2.5
Figure 16.49 Measured and predicted vertical displacements with depth near center of slab for
various values of coefficient of earth pressure at rest, K 0 .
100
e 0 = 0.962
E c = 10 GPa
C s = 0.090
E c = 5 GPa
80
μ = 0.40
E c = 20 GPa
60
Measured
40
20
0
5
7
9
11
13
15
Distance (m)
Figure 16.50 Measured and predicted vertical displacements at surface of slab for various
values of Young's modulus for concrete slab, E c .
 
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