Research Article
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/m2) | Shear force (kN) | Bending moment (kN·m) | Axial force (kN) | Axial stress (kN/m2) |
| 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 |
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