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Probabilistic analysis of shallow foundations on rocks obeying Hoek-Brown failure Criterion

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Academic year: 2021

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Figure

Figure 1. Failure mechanisms for the computation of the bearing capacity in the  case of a) vertical load and b) inclined load
Table 1. Input random variables and their statistical characteristics.
Table 2. Effect of the coefficients of variation of the input random variables on  the statistical moments (μ, σ) of the bearing capacity and on Sobol indices
Figure 5. PDF of the bearing capacity for different cases of load inclination.

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