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11.5 Following is the variation of N60 with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m x 0.305 m in cross section) is driven into the sand and is fully embedded. Depth (m) 1.5 3.0 4.5 N60 4 875 6.0 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19 Estimate the allowable load-carrying capacity of the pile (all). Use FS = 4 and Meyerhof's equations [Eqs. (11.42) and (11.52)].

11.5 Following is the variation of N60 with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m x 0.305 m in cross section) is driven into the sand and is fully embedded. Depth (m) 1.5 3.0 4.5 N60 4 875 6.0 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19 Estimate the allowable load-carrying capacity of the pile (all). Use FS = 4 and Meyerhof's equations [Eqs. (11.42) and (11.52)].

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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11.5 Following is the variation of N60 with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m x 0.305 m in cross section) is driven into the sand and is fully embedded. Depth (m) 1.5 3.0 4.5 N60 4 875 6.0 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19
Transcribed Image Text:11.5 Following is the variation of N60 with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m x 0.305 m in cross section) is driven into the sand and is fully embedded. Depth (m) 1.5 3.0 4.5 N60 4 875 6.0 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19
Estimate the allowable load-carrying capacity of the pile (all). Use FS = 4 and Meyerhof's equations [Eqs. (11.42) and (11.52)].
Transcribed Image Text:Estimate the allowable load-carrying capacity of the pile (all). Use FS = 4 and Meyerhof's equations [Eqs. (11.42) and (11.52)].
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