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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