Skip to main content

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