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

Earth, Planets and Space

Table 3 Specimen conditions and test results of the cyclic triaxial test to determine deformation properties of geomaterials

Sample no.	Depth	Consolidation pressure	Density of soil particles	Specimen status	Initial condition				Before consolidation		After consolidation		Test results
	Depth	Consolidation pressure	Density of soil particles		Wet density	Water content	Dry density	Void ratio	Dry density	void ratio	Dry density	Void ratio	E₀	\(\varepsilon_{a}\)	G₀	\(\gamma_{r}\)
	(m)	(kN/m²)	(g/cm³)		(g/cm³)	(%)	(g/cm³)		(g/cm³)		(g/cm³)		(MN/m²)	(%)	(MN/m²)	(%)
T-1	4.00 ~ 5.00	65	2.701	Bulk	1.367	125.9	0.605	3.464	0.608	3.442	0.638	3.236	31.7	1.01E-01	10.6	1.52E-01
T-2	7.65 ~ 8.65	90	2.479	Bulk	1.289	164.3	0.488	4.080	0.490	4.059	0.523	3.736	23.3	2.45E-01	7.8	3.67E-01
Tr-3	13.00 ~ 14.00	130	2.831	Frozen	1.912	25.9	1.519	0.864	1.536	0.843	1.558	0.817	170.7	4.48E-02	56.9	6.72E-02
Tr-4	20.00 ~ 21.00	200	2.782	Frozen	1.836	33.9	1.371	1.029	1.412	0.970	1.442	0.929	198.6	6.99E-02	66.2	1.05E-01
T-5	23.00 ~ 23.72	50	2.693	Bulk	1.501	86.3	0.806	2.341	0.807	2.337	0.850	2.168	94.7	1.34E-01	31.6	2.01E-01