Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method

Table 2

Samples of example one.

Sample name	Serial number				Serial number
OI samples	1	−5	9.9	1074.8	7	10	−5.1	339.3
	2	0	9.9	952.3	8	10	−0.1	972.0
	3	5	9.9	1324.8	9	10	4.0	1446.0
	4	15	9.9	6554.8	10	10	14.9	5779.9
	5	20	9.9	12912.3	11	10	19.9	10852.6
	6	25	9.9	22764.8	12	10	24.9	18910.2
Additional samples	1	5	4.9	347.1	5	15	5.0	4607.0
	2	0	−0.1	−18.0	6	20	0.0	7982.0
	3	5	14.9	3787.4	7	15	14.9	10017.4
	4	0	19.9	7862.6	8	20	19.9	23822.6
Mean value point	1	10	9.9	2942.3