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Fig 1.

Residual sliding force models for four types of bedding rock slopes sliding along gently inclined outward-dipping structural planes.

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Fig 1 Expand

Fig 2.

Analysis of Parameter Sensitivity for Type I.

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Fig 2 Expand

Fig 3.

Analysis of Parameter Sensitivity for Type II.

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Fig 3 Expand

Fig 4.

Analysis of Parameter Sensitivity for Type III.

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Fig 4 Expand

Fig 5.

Analysis of Parameter Sensitivity for Type IV.

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Fig 5 Expand

Fig 6.

Analysis of Parameter Sensitivity for Type I.

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Fig 6 Expand

Fig 7.

Analysis of Parameter Sensitivity for Type II.

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Fig 7 Expand

Fig 8.

Analysis of Parameter Sensitivity for Type III.

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Fig 8 Expand

Fig 9.

Analysis of Parameter Sensitivity for Type IV.

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Fig 9 Expand

Table 1.

Comparison table of residual sliding force and slope safety factor.

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Table 1 Expand

Fig 10.

Plan view and cross-section 3−3 of the landslide area in Wudang District, Guiyang City.

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Fig 10 Expand

Table 2.

Calculation of Factor of Safety, residual sliding force and active rock pressure.

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Table 2 Expand