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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