Research Article
Importance of Distribution Type on Bearing Capacity of an Embedded Foundation in Spatially Varying Soils
Figure 9
Cumulative probability of the normalized bearing capacity for foundations with different PDFs of shear strength ((a, c) M = 0; (b, d) M = 12). (a, b) lh = 60 m; (c, d) lh = 6 m.
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(b) |
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