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Lithosphere

A rapid stability charts analysis method for rock slopes based on Generalized Hoek-Brown criterion

, , , , , , , & show all
Pages 98-107 | Received 22 Jul 2020, Accepted 19 Jul 2021, Published online: 01 Aug 2021

Figures & data

Figure 1. Schematic diagram for the slope model

Figure 1. Schematic diagram for the slope model

Figure 2. Critical failure state charts for different slope angles based on GHB criterion

Figure 2. Critical failure state charts for different slope angles based on GHB criterion

Table 1. Coefficients of critical failure state charts for different slope angles

Figure 3. Schematic diagram for calculating the value of ω.

Figure 3. Schematic diagram for calculating the value of ω.

Table 2. Coefficients of the equations of the FOS.

Figure 4. Relationship between the FOS and the mi.

Figure 4. Relationship between the FOS and the mi.

Figure 5. Relationship between the FOS and the ω.

Figure 5. Relationship between the FOS and the ω.

Figure 6. Interpolation calculation for the q1, q2 and q3 (mi ≤ 9)

Figure 6. Interpolation calculation for the q1, q2 and q3 (mi ≤ 9)

Table 3. Slope examples analysed by using the proposed stability charts

Data availability statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.