[PDF] Bearing Capacity of Strip Footings on Two-layer Clay Soil by



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Bearing Capacity of Strip Footings on Two-layer Clay Soil by

5 150, which is 0 16 higher Bearing capacity factors for w/B less than 1/24 are not available because of divergence of the solutions Element width w=B/22 2 has been adopted in this study, which yields a factor of 5 146 3 Results and discussion Parametric study was carried out to investigate the bearing capacity factor Nc * as a function of H/B



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