From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake
Borehole | Method to considered MSF | ∆LPI | ||
---|---|---|---|---|
Seed and Idriss (1982) | Idriss (1997) | Andrus and Stokoe (1997) | ||
LPI | ||||
Analyzed results of Sinshih District with the PGA = 0.294g derived from SSH station | ||||
BH-S1 | 11.5 | 6.3 | 3.3 | 8.2 |
BH-S2 | 14.2 | 9.2 | 6.8 | 7.4 |
BH-S3 | 18.5 | 13.2 | 10.5 | 8.0 |
BH-S4 | 20.9 | 14.5 | 11.0 | 9.9 |
BH-S5 | 20.8 | 14.6 | 12.2 | 8.6 |
BH-S6 | 19.0 | 13.6 | 11.9 | 7.1 |
BH-S7 | 12.7 | 9.2 | 8.4 | 4.3 |