Quantitative strong motion simulations at three locations in downtown Mashiki during the 2016 Kumamoto Earthquake (Mw 7.0) based on the nonlinear ground response analyses with soil liquefaction

Earth, Planets and Space

Table 2 Ground profiles at KMMH16 from the seismological bedrock inverted from EHVR

No.	GL m	Layer thickness m	γt kN/m³	V_s m/s	V_p m/s
1	3.00	3.00	16.27	154.87	296.56
2	15.00	12.00	16.95	249.36	760.00
3	20.29	5.29	17.54	337.07	1841.61
4	22.39	2.10	18.33	483.09	1918.07
5	38.19	15.80	18.82	598.03	1995.00
6	50.69	12.50	19.31	733.19	1995.09
7	75.99	25.30	19.60	790.10	2529.23
8	92.12	16.13	19.70	827.70	2558.47
9	137.04	44.92	20.29	990.51	2768.98
10	166.27	29.23	20.87	1172.19	4078.39
11	230.87	64.60	21.66	1468.35	4796.23
12	246.39	15.52	22.54	1790.20	4813.21
13	1152.17	905.78	22.74	1871.20	5776.98
14	4252.48	3100.31	25.58	3264.74	5786.36
15	–	–	25.87	3400.00	6000.00