Civil Engineering Reference
In-Depth Information
7.13
(
Continued
)
Figure 7.1
Figure 7.2
Depth,
m
(
N
1
)
60
FS
v
,
percent
H,
m
Settlement, cm
(
N
1
)
60
CSR
v
,
percent
H,
m
Settlement, cm
1.0
5.5
0.43
4.7
0.65
3.1
5.5
0.14
4.0
0.65
2.6
2.0
4.4
0.28
5.0
1.5
7.5
4.4
0.18
4.5
1.5
6.8
3.5
7.0
0.40
4.2
1.0
4.2
7.0
0.20
3.4
1.0
3.4
4.5
7.1
0.38
4.2
0.7
2.9
7.1
0.21
3.4
0.7
2.4
5.5
9.0*
0.67
3.7
1.3
4.8
9.0*
0.21
2.8
1.3
3.6
6.5
8.1*
0.62
4.0
1.0
4.0
8.1*
0.21
3.0
1.0
3.0
7.5
12*
0.76
3.1
0.8
2.5
12*
0.21
2.2
0.8
1.8
8.5
21
1.10
0.5
1.2
0.6
21
0.21
0.2
1.2
0.2
9.5
33
2.4
0
1.0
0
33
0.21
0
1.0
0
10.5
33
2.4
0
1.0
0
33
0.21
0
1.0
0
11.5
28
1.81
0.1
1.0
0.1
28
0.21
0
1.0
0
12.5
40
2.4
0
1.0
0
40
0.21
0
1.0
0
13.5
26
1.43
0.2
0.8
0.2
26
0.21
0
0.8
0
14.5
31*
2.5
0
1.2
0
31*
0.20
0
1.2
0
15.5
32*
2.5
0
0.5
0
32*
0.20
0
0.5
0
Total
30 cm
Total
24 cm
*Per Sec. 7.2.2,
N
corr
1.3 for 15 percent fines.
Notes:
N
1
)
60
, FS, and CSR obtained from prior table. For Fig. 7.1, assume Japanese
N
1
(
N
1
)
60
.
H
thickness of soil layer in meters (values vary because
of soil layer thickness, see Fig. 7.12).
