Numerical Analysis of Damaged River Embankment during the 2011 Tohoku Earthquake Using a Multiphase-Coupled FEM Analysis Method

Table 4

Time steps used in consolidation analysis.

Time step	Simulation time
	Sec	Hrs	Days
0.002	210	0.06	0.002
0.005	215	0.06	0.002
0.02	235	0.07	0.003
0.05	285	0.08	0.003
0.2	485	0.13	0.006
0.5	985	0.27	0.011
1	1985	0.55	0.023
2	3985	1.11	0.046
5	8985	2.50	0.104
10	18,985	5.27	0.220
20	38,985	10.83	0.451
50	88,985	24.72	1.030
100	188,985	52.50	2.187
200	388,985	108.05	4.502
500	620,000	172.22	7.176