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.

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.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Subsurface Exploration

Section: Chapter Questions

Problem 12.7P: The table gives the standard penetration numbers determined from a sandy soil deposit in the field:...

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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, D_f = 1.5 m and allowable settlement = 50 mm. Assume that the unit weight of soil, ϒ = 18.5 kN/m³.

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