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Table 1 Identified velocity structures for pEHVR at KUMA

From: Subsurface structure identification at the blind prediction site of ESG6 based on the earthquake-to-microtremor ratio method and diffuse field concept for earthquakes

No.

Vs [m/s]

Vp [m/s]

Thickness [m]

Density [kg/m3]

Damping [%]

1

80.25

292.79

2.98

1590

0.011

2

132.09

583.95

14.14

1640

0.011

3

171.05

691.88

9.50

1680

0.011

4

224.70

691.88

5.04

1720

0.011

5

309.98

962.71

4.49

1770

0.011

6

316.74

962.71

9.27

1780

0.011

7

377.37

1242.51

6.42

1810

0.011

8

400.67

1592.47

6.06

1820

0.011

9

567.47

2184.93

39.09

1900

0.011

10

816.48

2479.75

42.99

2010

0.011

11

971.46

3489.24

116.11

2060

0.011

12

1185.42

3493.65

37.63

2130

0.011

13

1444.00

4677.22

672.66

2210

0.011

14

2357.51

5840.87

416.54

2430

0.011

15

3400.00

6000.00

2640

0.011