Maximum likelihood principle and its application in soil liquefaction assessment - Risk and Reliability in Geotechnical Engineering - page 195

Table 4.5 (Continued) 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

Nantou C-8 7.6 Ye s 5.00 9.00 1.00 130.00 71.14 0.38 30.57 2.51 42.03

Nantou C-7 7.6 Ye s 2.50 4.50 1.00 63.50 38.98 0.38 16.78 2.45 42.03

1995 Hyogoken -
Nanbu

Dust Management
Center

7.2 Ye s 6.00 8.00 2.00 119.50 70.45 0.37 72.05 1.85 82.14

Koyo Junior High
School

7.2 Ye s 6.50 7.50 4.00 124.50 95.07 0.45 78.00 2.05 106.63

Kobe Customs Maya
Office A

7.2 Ye s 4.00 9.00 1.80 121.35 75.24 0.60 25.22 2.23 43.40

Kobe Customs Maya
Office B

7.2 Ye s 2.00 6.00 1.80 82.35 55.86 0.60 66.19 2.02 86.93

Kobe Port Const.
Office

7.2 Ye s 3.00 5.00 2.50 70.50 55.79 0.60 49.70 1.90 58.76

Koyo Pump Station 7.2 Ye s 5.00 6.00 2.60 99.45 71.00 0.45 21.10 2.60 69.44

Kobe Wharf Public
Co.

7.2 Ye s 4.00 5.50 2.10 88.63 60.33 0.45 53.94 2.06 74.62

Koyo Elementary
School

7.2 Ye s 6.50 7.00 4.20 119.03 94.01 0.45 27.62 2.56 84.43

Shiporex Kogyo
Osaka Factory

7.2 Ye s 4.00 7.00 1.50 93.95 54.71 0.40 32.20 2.13 48.47

Hamakoshienn
Housing Area

7.2 Ye s 2.50 5.00 2.00 67.13 49.96 0.50 63.90 1.96 79.39

Taito Kobe Factory 7.2 Ye s 3.20 4.20 1.60 62.73 42.13 0.45 37.49 2.06 51.79

Tokuyama Concrete
Factory

7.2 Ye s 4.00 4.80 2.00 74.52 50.98 0.50 19.45 2.33 39.66

Nisseki Kobe Oil
Tank A

7.2 Ye s 4.80 6.10 2.40 99.08 69.15 0.60 46.92 2.06 64.70

Nisseki Kobe Oil
Tank B

7.2 Ye s 5.00 6.00 2.40 100.05 69.64 0.60 56.05 2.04 75.28

New Port No. 6 Pier 7.2 Ye s 3.50 5.50 2.50 70.50 55.79 0.60 82.03 1.77 88.85

Minatokima Junior
High

7.2 Ye s 4.00 4.50 2.70 74.78 59.57 0.45 41.97 2.20 69.40