Importance of Distribution Type on Bearing Capacity of an Embedded Foundation in Spatially Varying Soils

<div>Failure probability for nonstationary random soils under different factors of safety: (a) <i>l</i><sub><i>h</i></sub> = 60 m; (b) <i>l</i><sub><i>h</i></sub> = 6 m.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Importance of Distribution Type on Bearing Capacity of an Embedded Foundation in Spatially Varying Soils 