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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