Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope

Table 5

Extreme value of each operating condition.

Operated condition	Pore water pressure	Antislide pile				Anchor cable		Safety factor
		Axial force (kN)	Axial stress (kN/m^2)	Shear force (kN)	Bending moment (kN·m)	Axial force (kN)	Axial stress (kN/m^2)
First support	No	−4.25076e3	−5.90383e2	−1.87276e3	−1.28113e4	8.36198e2	4.73191e4	1.0219
	Yes	−4.27074e3	−5.93158e2	−1.87355e3	−1.26005e4	9.29907e2	5.26220e4	1.0188
Second support	No	−5.96582e3	−8.28586e2	−1.44887e3	−1.00180e4	9.17205e2	5.19032e4	1.0754
	Yes	−6.13164e3	−8.51617e2	−1.40366e3	−9.37553e3	9.14130e2	5.17292e4	1.0250