The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA

Table 1

Seepage parameters of rocks.

	−1000	−20.0	−3.0	−1.0	−0.5	−0.1
	0.001	0.054	0.108	0.112	0.115	0.118
	0.001	0.033	0.112	0.144	0.18	0.23
	−0.02	−0.005	−0.0032	−0.0013	0.0
	0.122	0.126	0.131	0.136	0.14
	0.32	0.48	0.88	0.96	1.00