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Bearing Capacity Assessment of Collapsible Soils Improved by Deep Soil Mixing Using Finite Element Method

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Figure

Table 2. Characteristics of different blocks foundation [2].
Table 3. The amount of consolidation settlement under the foundation of block A. Consolidation Settlement under mat foundation (block A: B = 31.5 m, L = 75.3 m)
Table 4. The amount of elastic settlement under the foundation of block A. Elastic Settlement under mat foundation (block A: B = 31.5 m, L = 75 m)
Table 7. The amount of consolidation settlement under the foundation of block C. Consolidation Settlement under mat foundation (block C: B = 44.7 m, L = 67.4 m)
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