Research Article
Application of Residual Shear Strength Predicted by Artificial Neural Network Model for Evaluating Liquefaction-Induced Lateral Spreading
Table 3
The average predicted and recorded lateral spreading for each case history.
| Case | Site location | Earthquake event | PGA (g) | Effective stress (kPa) | Residual shear strength (kPa) | Yield acceleration (g) | Predicted lateral spreading (m) | Recorded lateral spreading (m) | Displacement ratio | Reference |
| 1 | Juvenile hall | San Fernando (1971) | 0.7 | 86.56 | 5.80 | 0.06 | 1.72 | 1.5 | 1.15 | Bennett [35] | 2 | Heber road | Imperial Valley (1979) | 0.8 | 61.97 | 4.65 | 0.03 | 1.68 | 2.1 | 0.80 | Castro [23]; Youd and Bennett [24] | 3 | Whiskey Springs fan | Borah Peak (1983) | 0.6 | 107.41 | 8.38 | 0.023 | 1.50 | 0.75 | 2.00 | Andrus and Youd [36] | 4 | Wildlife site | Superstition Hills (1987) | 0.21 | 61.65 | 4.62 | 0.01 | 1.70 | 0.18 | 9.44 | Holzer et al. [25]; Boulanger et al. [26]; Idriss and Boulanger [27] | 5 | Moss Landing Bldg. 4 | Loma Prieta (1989) | 0.25 | 63.73 | 10.90 | 0.11 | 0.05 | 0.28 | 0.18 | Boulanger et al. [28] | 6 | Moss Landing Bldg. 3 | Loma Prieta (1989) | 0.25 | 84.03 | 16.05 | 0.10 | 0.07 | 0.25 | 0.28 | Boulanger et al. [28] | 7 | MLML eastward (A-A) | Loma Prieta (1989) | 0.25 | 71.87 | 8.19 | 0.08 | 0.11 | 0.45 | 0.24 | Mejia [29] | 8 | MLML eastward (B-B) | Loma Prieta (1989) | 0.25 | 139.86 | 15.94 | 0.14 | 0.02 | 0.45 | 0.04 | Mejia [29] | 9 | Leonardini Farm | Loma Prieta (1989) | 0.16 | 29.97 | 4.92 | 0.23 | N.A. | 0.25 | N.A. | Charlie et al. [44] | 10 | Treasure Island | Loma Prieta (1989) | 0.16 | 43.99 | 4.83 | 0.052 | 0.13 | 0.25 | 0.52 | Power et al. [31] | 11 | Rudbaneh Town Canal | Manjil, Iran (1990) | 0.15 | 232.52 | 27.30 | 0.05 | 0.70 | 1.0 | 0.70 | Yegian et al. [39] | 12 | Balboa Blvd. | Northridge (1994) | 0.85 | 109.12 | 16.37 | 0.16 | 0.64 | 0.5 | 1.28 | Holzer et al. [41] | 13 | Wynne Ave | Northridge (1994) | 0.51 | 124.28 | 18.64 | 0.168 | 0.16 | 0.15 | 1.07 | Holzer et al. [41]; Olson and Johnson [2]; Idriss and Boulanger [27] | 14 | Wufeng site C (A-A) | Chi-Chi, Taiwan (1999) | 0.81 | 80.18 | 5.45 | 0.09 | 2.43 | 2.05 | 1.19 | Chu et al. [34] | 15 | Wufeng site C (B-B) | Chi-Chi, Taiwan (1999) | 0.81 | 80.81 | 13.74 | 0.30 | 0.09 | 0.49 | 0.18 | Chu et al. [34] | 16 | Wufeng site C1 | Chi-Chi, Taiwan (1999) | 0.81 | 76.79 | 11.90 | 0.12 | 1.41 | 1.24 | 1.14 | Chu et al. [34] | 17 | Wufeng site B | Chi-Chi, Taiwan (1999) | 0.81 | 67.64 | 5.41 | 0.06 | 4.38 | 2.96 | 1.48 | Chu et al. [34] | 18 | Wufeng site M | Chi-Chi, Taiwan (1999) | 0.81 | 59.83 | 6.58 | 0.15 | 0.84 | 1.62 | 0.52 | Chu et al. [34] | 19 | Nantou Site N | Chi-Chi, Taiwan (1999) | 0.42 | 30.59 | 5.49 | 0.11 | 0.27 | 0.25 | 1.08 | Chu et al. [34] | 20 | Hotel Sapanca | Kocaeli, Turkey (1999) | 0.4 | 35.77 | 5.34 | 0.055 | 1.40 | 2.0 | 0.70 | Cetin et al. [33] | 21 | Police station | Kocaeli, Turkey (1999) | 0.4 | 29.73 | 2.53 | 0.02 | 4.44 | 2.4 | 1.85 | Cetin et al. [33] | 22 | Soccer field | Kocaeli, Turkey (1999) | 0.4 | 43.48 | 3.05 | 0.125 | 0.20 | 1.2 | 0.17 | Cetin et al. [33] | 23 | Yalova Harbor | Kocaeli, Turkey (1999) | 0.3 | 82.03 | 12.71 | 0.11 | 0.30 | 0.3 | 1.00 | Cetin et al. [33] |
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