Environmental Engineering Reference
In-Depth Information
150
125
Hydrostatic
u
100
Steady-
state
75
Measured
50
50 days
25
5 days
0
Loading
-25
5
7
9
11
13
15
Distance (m)
Figure 16.37
Measured and predicted vertical displacements at surface of concrete slab.
Water content (%)
15
20
25
30
35
40
45
0.0
Predicted
(steady-state)
0.5
Measured final
(June 12/68)
1.0
Measured initially
(Aug 21/61)
Predicted
u
w
= 0
1.5
2.0
2.5
3.0
Figure 16.38
Measured and predicted water content with depth near center of concrete slab.
0
26%
26%
36%
35%
27%
28%
29%
30%
27%
28%
29%
30%
1
34%
32%
32%
2
31%
31%
33%
0
5
10
Distance (m)
15
20
Figure 16.39
Computed distribution of gravimetric water contents corresponding to steady-state
conditions.
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