Seismic Fragility Analysis of High Earth-Rockfill Dams considering the Number of Ground Motion Records

Table 2

Material parameters of the PZC model.

								β0	β1
Clay	12	23	0.8	1.15	0.45	0.45	300	0	0	5.3	3.0	1.5
Rockfill I	25	40	1.20	1.67	0.45	0.45	800	0.2	0.1	8.4	4.6	2.5
Rockfill II	30	23	1.10	1.60	0.45	0.45	1200	0.1	0.1	8.4	4.6	2.5