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Table 8 The effect on LPI evaluation due to the MSF

From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake

Borehole Method to considered MSF ∆LPI
Seed and Idriss (1982) Idriss (1997) Andrus and Stokoe (1997)
LPI
Analyzed results of Annan District with the PGA = 0.228g derived from TAI station
BH-A1 14.8 10.4 8.5 6.3
BH-A2 17.3 12.7 10.6 6.7
BH-A3 13.7 10.1 8.4 5.3
BH-A4 10.3 5.5 2.7 7.6
BH-A5 14.2 6.3 4.9 9.3
BH-A6 12.9 5.2 4.0 8.9
Borehole Method to considered MSF ∆LPI
Seed and Idriss (1982) Idriss (1997) Andrus and Stokoe (1997)
LPI
Analyzed results of Sinshih District with the PGA = 0.294g derived from SSH station
BH-S1 11.5 6.3 3.3 8.2
BH-S2 14.2 9.2 6.8 7.4
BH-S3 18.5 13.2 10.5 8.0
BH-S4 20.9 14.5 11.0 9.9
BH-S5 20.8 14.6 12.2 8.6
BH-S6 19.0 13.6 11.9 7.1
BH-S7 12.7 9.2 8.4 4.3
  1. Seed and Idriss (1982) suggested MSF = (M w/7.5)−1.11
  2. Idriss (1997) suggested MSF = (M w/7.5)−2.56
  3. Andrus and Stokoe (1997) suggested MSF = (M w/7.5)−3.3