Table 7 The effect on LPI evaluation due to the fines content
From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake
Borehole | LPI (by default of the Seed method) | LPI (no contribution of FC) | ∆LPI |
|---|---|---|---|
Analyzed results of Annan District with the PGA = 0.228g | |||
BH-A1 | 14.8 | 33.2 | 18.4 |
BH-A2 | 17.3 | 29.7 | 12.4 |
BH-A3 | 13.7 | 28.6 | 14.9 |
BH-A4 | 10.3 | 24.2 | 13.9 |
BH-A5 | 14.2 | 30.1 | 15.9 |
BH-A6 | 12.9 | 26.1 | 13.2 |
Borehole | LPI (by default of the Seed method) | LPI (no contribution of FC) | ∆LPI |
|---|---|---|---|
Analyzed results of Sinshih District with the PGA = 0.294g derived from SSH station | |||
BH-S1 | 11.5 | 21.4 | 9.9 |
BH-S2 | 14.2 | 29.9 | 15.7 |
BH-S3 | 18.5 | 30.9 | 12.4 |
BH-S4 | 20.9 | 36.8 | 15.9 |
BH-S5 | 20.8 | 35.2 | 14.4 |
BH-S6 | 19.0 | 29.7 | 10.7 |
BH-S7 | 12.7 | 22.4 | 9.7 |