The table gives the results of a standard penetration test in the field (sandy soil): Estimate the net allowable bearing capacity of a mat foundation 6 m x 5 m in plan. Here, Df = 1.5 m and allowable settlement = 50 mm. Assume that the unit weight of soil, ϒ = 18.5 kN/m3.

Structural Analysis
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Chapter2: Loads On Structures
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The table gives the results of a standard penetration test in the field (sandy soil):

Estimate the net allowable bearing capacity of a mat foundation 6 m x 5 m in plan. Here, Df = 1.5 m and allowable settlement = 50 mm. Assume that the unit weight of soil, ϒ = 18.5 kN/m3.

 

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