Table 6 The evaluated LPI subject to the PGAs evaluated by different approaches
From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake
Borehole | PGA (evaluation approach) | |||
|---|---|---|---|---|
0.128g (Attenu. model) | 0.152g (Contour map) | 0.168g (Seismograph) | 0.228g (Amp. effect) | |
LPI | ||||
Annan District | ||||
BH-A1 | 4.1 | 7.1 | 8.6 | 14.8 |
BH-A2 | 6.5 | 9.3 | 10.7 | 17.3 |
BH-A3 | 4.9 | 7.2 | 8.4 | 13.7 |
BH-A4 | 0.0 | 1.3 | 2.9 | 10.3 |
BH-A5 | 2.8 | 4.2 | 5.0 | 14.2 |
BH-A6 | 1.7 | 3.3 | 4.1 | 12.9 |
Borehole | PGA (evaluation approach) | |||
|---|---|---|---|---|
0.140g (Attenu. model) | 0.194g (Contour map) | 0.233g (Seismograph) | 0.294g (Amp. effect) | |
LPI | ||||
Sinshih District | ||||
BH-S1 | 0.0 | 0.8 | 5.7 | 11.5 |
BH-S2 | 1.5 | 5.3 | 8.6 | 14.2 |
BH-S3 | 2.1 | 8.2 | 12.5 | 18.5 |
BH-S4 | 1.8 | 8.5 | 13.6 | 20.9 |
BH-S5 | 3.9 | 10.4 | 14.1 | 20.8 |
BH-S6 | 3.7 | 10.4 | 13.1 | 19.0 |
BH-S7 | 5.9 | 7.9 | 8.9 | 12.7 |