Assessing the Risk Probability of the Embankment Seismic Damage Using Monte Carlo Method

Table 3

Dynamic response analysis results.

PGA (g)	εmax
	Sequence number of the seismic ground-motion records										Mean value	Standard deviation
	No. 1	No. 2	No. 3	No. 4	No. 5	No. 6	No. 7	No. 8	No. 9	No. 10
0.1	0.0795	0.0774	0.0751	0.0695	0.0754	0.0681	0.0622	0.0574	0.0702	0.0635	0.0698	0.0072
0.2	0.1579	0.1629	0.1964	0.1854	0.1788	0.1763	0.1844	0.1924	0.1605	0.1864	0.1781	0.0136
0.3	0.2549	0.2678	0.2845	0.2789	0.2657	0.2458	0.2987	0.2697	0.2784	0.2567	0.2701	0.0156
0.4	0.3568	0.3459	0.4103	0.3746	0.4472	0.3521	0.3854	0.4086	0.3795	0.4187	0.3879	0.0328
0.5	0.4983	0.4909	0.4352	0.4651	0.5029	0.4901	0.5418	0.5065	0.4587	0.4952	0.4885	0.0294
0.6	0.5868	0.5698	0.5717	0.5329	0.5324	0.6487	0.5349	0.6173	0.5551	0.5837	0.5733	0.0381
0.7	0.7964	0.7542	0.7781	0.7045	0.7954	0.7745	0.7542	0.7267	0.7524	0.7854	0.7622	0.0299
0.8	0.7534	0.8637	0.8525	0.7201	0.7968	0.7716	0.8055	0.7784	0.7738	0.7719	0.7888	0.0433
0.9	0.9027	1.0587	0.9627	0.9984	0.9578	0.9057	0.9254	0.9742	0.9781	1.0485	0.9712	0.0535
1.0	1.2694	1.1458	1.3694	1.1129	1.2287	1.1567	1.3042	1.1964	1.2023	1.0894	1.2075	0.0877
1.1	1.3695	1.3384	1.3145	1.3075	1.2827	1.2984	1.2645	1.3064	1.3275	1.2287	1.3038	0.0393
1.2	1.5843	1.4134	1.5436	1.5756	1.5149	1.5084	1.4371	1.6294	1.5555	1.5156	1.5278	0.0657