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

Table 3

Determining the possible orders of variables.

Variable	Reserved items		Keep/discard
		1.0000
		1.0000	Discard
		0.9991	Keep
		0.9980	Cannot discard and at the same time
		1.0000
		0.9976	Keep
		1.0000	Discard
		0.9947	Cannot discard and at the same time