Table 1.
Test scheme.
Fig 1.
Particle size distribution of soil-rock mixture.
Fig 2.
Model preparation process.
Fig 3.
Schematic diagram of the landslide model testing device (units: cm).
Fig 4.
Instability failure process of soil-rock mixture slope.
Table 2.
Statistical table of failure characteristics.
Fig 5.
The influence of the coupling effect of rainfall intensity and slope inclination on the coarse grain content.
Fig 6.
The influence of the coupling effect of rainfall intensity and slope inclination on the fine grain content.
Table 3.
Calculation formula of fine particle content in each part of slope.
Fig 7.
The variation in water content during the instability process of soil-rock mixture slopes.
Table 4.
Maximum water content (%).
Fig 8.
The coupling effects of rainfall intensity and slope inclination on the maximum water content.
Table 5.
Calculation formula of the maximum water content.
Fig 9.
The variation in earth pressure during the instability process of soil-rock mixture slopes.
Table 6.
Maximum earth pressure (kPa).
Fig 10.
The coupling effects of rainfall intensity and slope inclination on the maximum earth pressure.
Table 7.
Calculation formula of the maximum earth pressure.
Fig 11.
The variation in pore water pressure during the instability process of soil-rock mixture slopes.
Table 8.
Maximum pore water pressure (kPa).
Fig 12.
The coupling effects of rainfall intensity and slope inclination on the maximum pore water pressure.
Table 9.
Calculation formula of the maximum pore water pressure.