Fig 1.
The longitudinal profile of the landslide at the Huadu District.
Table 1.
The main calculation parameters of slope soil.
Table 2.
Classification of slope stability states.
Table 3.
Critical safety factor of slope Fst.
Fig 2.
Potential sliding surface and safety factor of slopes.
(a) natural condition; (b) saturated condition.
Fig 3.
Simulation result of the slope landslide under saturated condition.
Fig 4.
(a) A concept diagram of soil slope. (b) The finite element model of soil slope.
Table 4.
Results of numerical simulation test for soil slope stability analysis.
Table 5.
The intuitive analysis table for orthogonal experiments for soil slope stability analysis.
Fig 5.
The relationship between the safety factor of soil slope and the slope height.
Fig 6.
The relationship between the safety factor of soil slope and the slope gradient.
Fig 7.
The relationship between the safety factor of soil slope and the soil cohesion.
Fig 8.
The relationship between the safety factor of soil slope and the soil internal friction angle.
Fig 9.
The relationship between the safety factor of soil slope and the soil unit weight.