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Following is the variation of Ngo with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m × 0.305 m in cross section) is driven into the sand and fully embedded in the sand.

Following is the variation of Ngo with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m × 0.305 m in cross section) is driven into the sand and fully embedded in the sand.

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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Please answer 11.5

y = 15.72 kN/m3 d' = 32° c = 0 3.05 m Groundwater -täble Ysat 18.24 kN/m3 d' = 32° c' = 0 3,05 m Ysat = 19.24 kN/m³ d' = 40° c' = 0 15.24 m 15 in. Figure P11.4 Depth (m) Ngo 1.5 4 3.0 8. 4.5 7 6.0 5 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19
Transcribed Image Text:y = 15.72 kN/m3 d' = 32° c = 0 3.05 m Groundwater -täble Ysat 18.24 kN/m3 d' = 32° c' = 0 3,05 m Ysat = 19.24 kN/m³ d' = 40° c' = 0 15.24 m 15 in. Figure P11.4 Depth (m) Ngo 1.5 4 3.0 8. 4.5 7 6.0 5 7.5 16 9.0 18 10.5 21 11.0 24 12.5 20 14.0 19
11.5 Following is the variation of Nso with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m × 0.305 m in cross section) is driven into the sand and fully embedded in the sand.
Transcribed Image Text:11.5 Following is the variation of Nso with depth in a granular soil deposit. A concrete pile 9 m long (0.305 m × 0.305 m in cross section) is driven into the sand and fully embedded in the sand.
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