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.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.14P
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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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