Table 5 LPI evaluation results of the Annan and Sinshih Districts
From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake
Borehole | LPI | Liquefaction risk | GFI ranked by field observation (after Bray and Stewart 2000) |
|---|---|---|---|
Analyzed results of Annan District with the PGA = 0.168g derived from TAI station | |||
BH-A1 | 8.6 | High | GF3 |
BH-A2 | 10.7 | High | GF3 |
BH-A3 | 8.4 | High | GF1 |
BH-A4 | 2.9 | Low | GF3 |
BH-A5 | 5.0 | Low | GF3 |
BH-A6 | 4.1 | Low | GF3 |
Borehole | LPI | Liquefaction risk | GFI ranked by field observation (after Bray and Stewart 2000) |
|---|---|---|---|
Analyzed results of Sinshih District with the PGA = 0.233g derived from SSH station | |||
BH-S1 | 5.7 | High | GF3 |
BH-S2 | 8.6 | High | GF3 |
BH-S3 | 12.5 | High | GF2 |
BH-S4 | 13.6 | High | GF3 |
BH-S5 | 14.1 | High | GF3 |
BH-S6 | 13.1 | High | GF3 |
BH-S7 | 8.9 | High | GF3 |