Civil Engineering Reference
In-Depth Information
7.14
(
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
2.5†
7.2*
0.62
4.2
0.2
0.8
7.2*
0.13
3.0
0.2
0.6
3.0
7.2*
0.71
4.2
1.3
5.5
7.2*
0.14
3.0
1.3
3.9
4.0
14
1.07
0.7
0.5
0.4
14
0.15
1.0
0.5
0.5
5.2
9.0
0.59
3.7
1.3
4.8
9.0
0.17
2.8
1.3
3.6
6.0
15*
1.12
0.6
0.4
0.2
15*
0.17
1.4
0.4
0.6
7.0
18
1.11
0.6
1.3
0.8
18
0.18
0.2
1.3
0.3
8.0
12
0.78
3.1
1.0
3.1
12
0.18
2.2
1.0
2.2
9.0
8.2
0.56
3.9
1.6
6.2
8.2
0.18
2.9
1.6
4.6
10.2
7.7*
0.44
4.1
0.4
1.6
7.7*
0.18
3.1
0.4
1.2
11.0
15*
0.95
1.3
0.8
1.0
15*
0.19
1.8
0.8
1.4
12.2
6.7
0.39
4.3
1.2
5.2
6.7
0.18
3.5
1.2
4.2
13.0
14
0.89
2.1
1.0
2.1
14
0.18
1.9
1.0
1.9
14.2
16
0.94
1.3
1.5
2.0
16
0.18
1.5
1.5
2.3
Total
34 cm
Total
27 cm
*Per Sec. 7.2.2,
N
corr
used to account for fines.
†SPT at 2 m used at groundwater table.
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. 7.13).
