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Table 1 Soil conditions of boring log, presented graphically in Fig. 3

From: Investigation of the subsurface structure at the target site in Kumamoto, Japan, and the distributed data of the blind prediction exercise: report for the experiments for the 6th international symposium on effects of surface geology on seismic motion

Depth (m)

Thickness (m)

Soil type

1.80

1.80

Bank (gravel)

5.60

3.80

Sandy silt

7.65

2.05

Sand with silt

8.40

0.75

Clay with sand

9.55

1.15

Silt with sand

19.95

10.40

Sand

22.70

2.75

Sand with silt

24.90

2.20

Silt with sand

28.60

3.70

Sand with silt

30.90

2.30

Sand with gravel

38.00

7.10

Gravel

39.44

1.44

Tuff breccia