Earth, Planets and Space

Table 2 Parameters used for the deconvolution analyses to estimate base outcrop motions

From: Use of Fourier phase characteristics and effective stress analyses for post-earthquake ground motion estimation: application to ESG6 blind prediction steps 2&3 dataset and JMA accelerometric data

No.	Soil	Thickness (m)	VP (m/s)	VS (m/s)	Density (g/cm³)
1	Bank (gravel)	1.70	280.0	95.0	2.00
2*	Sandy silt	3.80	490.0	100.0	1.40
3	Sand with silt	2.20	1020.0	190.0	1.80
4*	Clay with sand	1.80	1160.0	120.0	1.30
5*	Sand	10.50	1550.0	190.0	1.90
6*	Sand with silt	3.70	3470.0	200.0	1.80
7*	Silt with sand	1.30	2160.0	230.0	1.50
8	Sand with silt	3.50	2160.0	210.0	1.80
9	Sand with gravel	2.50	1150.0	260.0	1.90
	Gravel	–	1440.0	290.0	2.00

For the layers marked by ^*, laboratory test results were available

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