Civil Engineering Reference
In-Depth Information
7.22
Settlement Calculations Using the Tokimatsu and Seed (1987) Method
Multi-
Layer
G
max
v
directional
Layer
thickness,
v
0
v
,
[Eq. (7.5)],
eff
(
G
eff
/
G
max
)
eff
%
cyc
(Fig. 7.9),
shear
Multiply
Settlement,
in.
(12)
lb/ft
2
kip/ft
2
number
ft
(
N
1
)
60
[Eq. (7.4)]
(Fig. 7.8)
100
eff
percent
2
v
by VSR
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
1.6
10
4
8
10
4
8
10
2
1
5
238
5
425
0.38
0.76
0.61
0.4
10
4
10
3
10
1
2
5
713
5
736
2.8
2.2
2.2
1.1
2.2
1.8
1.1
3.8
10
4
2.3
10
3
2.3
10
1
3
10
1425
5
1040
1.2
2.4
1.9
2.3
10
4
10
3
10
1
4
10
2375
5
1340
4.7
2.6
2.6
1.4
2.8
2.2
2.6
5.3
10
4
2.3
10
3
2.3
10
1
5
10
3325
5
1590
1.2
2.4
1.9
2.3
10
4
10
3
10
1
6
10
4275
5
1800
5.8
2.2
2.2
1.1
2.2
1.8
2.2
Total
11 in.
