Environmental Engineering Reference
In-Depth Information
Table 4.5
List of case histories
Critical layer (m)
GWT
(m)
σ
vo
(kPa)
′
a
max
(g)
Earthquake
Site
M
w
Liq?
Upper
Lower
σ
vo
(kPa)
q
t1N
I
c
q
t1N,cs
1999 Kocaeli
Hotel Sapanaca
7.4
Ye s
1.20
2.00
0.50
28.10
17.30
0.37
21.86
2.30
42.50
Soccer field
7.4
Ye s
1.20
2.40
1.00
30.30
22.45
0.37
26.56
2.42
62.98
Police station
7.4
Ye s
1.80
2.80
1.00
39.55
26.80
0.40
29.35
2.50
80.77
Yalova harbor
7.4
Ye s
3.00
4.50
1.00
63.60
39.40
0.37
73.84
1.81
82.09
Site B
7.4
Ye s
3.30
4.30
3.30
60.40
55.50
0.40
51.24
2.08
72.22
Site C2
7.4
Ye s
3.30
4.80
0.44
73.61
38.19
0.40
26.55
2.39
59.82
Site D
7.4
Ye s
1.80
2.50
1.50
35.28
28.90
0.40
24.89
2.30
47.83
Site E
7.4
Ye s
1.50
3.00
0.50
40.13
22.96
0.40
40.92
2.04
54.90
Site F
7.4
Ye s
6.80
8.00
0.50
67.71
42.90
0.40
39.76
2.21
66.94
Site G
7.4
Ye s
1.50
2.70
0.45
37.50
21.31
0.40
28.42
2.14
43.42
Site H
7.4
Ye s
2.00
3.00
1.72
41.09
33.44
0.40
44.17
2.07
61.79
Site I
7.4
Ye s
3.00
3.50
0.71
58.00
33.08
0.40
28.71
2.23
49.95
Site J
7.4
Ye s
2.50
3.50
0.60
44.45
30.16
0.40
30.23
2.28
57.09
Site K
7.4
Ye s
2.00
3.00
0.80
43.85
27.17
0.40
34.48
2.26
62.96
Site L
7.4
Ye s
2.00
2.80
1.72
38.78
32.35
0.40
18.69
2.41
43.36
1999 Chi Chi
Nantou C
7.6
Ye s
2.00
4.50
1.00
58.75
36.68
0.38
40.46
2.25
72.53
WuFeng B
7.6
Ye s
2.50
5.00
1.12
77.39
46.68
0.60
50.00
2.33
102.55
WuFeng C
7.6
Ye s
2.50
5.50
1.20
72.40
44.93
0.60
51.00
2.10
73.72
WuFeng A
7.6
Ye s
5.50
8.50
0.80
130.60
69.78
0.60
88.00
1.95
108.46
WuFeng C-10
7.6
Ye s
2.50
7.00
1.00
87.25
50.46
0.60
26.55
2.57
83.42
Yuanlin C-19
7.6
Ye s
4.00
5.80
0.57
121.79
63.62
0.25
23.84
2.44
58.78
Yuanlin C-2
7.6
Ye s
2.50
4.00
0.56
60.07
33.68
0.25
36.08
2.12
53.37
Yuanlin C-22
7.6
Ye s
2.80
4.20
1.13
63.11
39.86
0.25
41.36
2.05
56.53
Yuanlin C-24
7.6
Ye s
5.20
7.80
1.20
114.20
65.15
0.25
45.71
2.07
63.50
Yuanlin C-25
7.6
Ye s
9.50
12.00
3.52
193.69
122.76
0.25
67.13
1.99
85.90
Yuanlin C-32
7.6
Ye s
4.50
7.50
0.74
111.78
60.18
0.25
41.53
2.11
60.82
Yuanlin C-4
7.6
Ye s
3.00
6.00
0.66
83.52
45.85
0.25
42.42
2.27
78.82
continued
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