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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.

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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