Fig. 1. Modeling by foundation shapes
Fig. 2. Relation of Bearing capacity and settlement by soil type (Case1, Case4, Case7)
Fig. 3. Bearing capacity ratio (qu (FEA)/qu (theory)) of foundation shape by soil type
Fig. 4. Relation of foundation ratio (B/B0) and bearing capacity ratio (qu/qu(1.0)) by cases
Fig. 5. Comparison of bearing capacity by shear strength
Fig. 6. Shape factor of foundation
Table 1. Properties of foundation ground on FEM
Table 2. Size of foundations
Table 3. Analysis cases by soil types
Table 4. Bearing capacity ratio (qu(FEA)/qu(theory)) by soil type
Table 5. Relation of foundation ratio (B/B(1.0)) and bearing capacity ratio (qu/qu(1.0)) for c-ø soil
Table 6. Shape factor of foundation by soil types
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