Two conditions for rock-soil aggregate slope are considered: natural slope and heavy rainfall. Figure 16 shows the three-dimensional limit equilibrium computer http://www.selleckchem.com/products/carfilzomib-pr-171.html model under different conditions. Table 5 shows the computed results for the safety factor of the Gendakan slope under different conditions. And a sensitivity analysis of the shear strength parameters impact on the safety factor of slope is carried out based on the global slope stability; Figure 17 shows the sensitivity analysis results of shear strength parameters and safety factor of global slope stability.Figure 16Three-dimensional limit equilibrium computer model under different conditions: (a) global slope stability; (b) local slope stability case 2; (c) local slope stability case 1, and (d) three-dimensional mesh for (c).

Figure 17Sensitivity analysis results of shear strength parameters and safety factor.Table 5Computed results for the safety factor of Gendakan slope under differen
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