Research Article
Influence of Foundation Rigidity on the Structural Response of Mat Foundation
Table 1
Parameters of the reference mat used in the convergence analysis study.
| | Design parameter | Value |
| | Concrete modulus of elasticity (KN/m2) | 25,000,000 | | Modulus of subgrade reaction (KN/m3) | 50,000 | | Concrete Poisson’s ratio | 0.2 | | Spacing between columns along width (m) | 6 | | Spacing between columns along length (m) | 6 | | Mat thickness (m) | 1 | | Column size (m × m) | 0.3 × 0.3 | | Corner column load (kN) | 100 | | Edge column load (kN) | 200 | | Interior column load (kN) | 400 |
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