A soil prole is shown in Figure 3 with H-6 ft, H -3 ft, H-6 ft. Find: Plot the variation of o, u, and o' with depth at points A, B, C, and D (Figure 1). GS. H. Clay Zone of Capillary Rise G,-2.65, e-0.S Clay W.T. s-50% w. -42% G,- 2.71, Saturated Clay Silty-Clay

Principles of Geotechnical Engineering (MindTap Course List)
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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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Example 4
Given:
A soil prole is shown in Figure 3 with
H=6 ft,
H2 = 3 ft,
H-6 ft.
Find:
Plot the variation of o, u, and o' with depth at points A, B, C, and D
(Figure 1).
G.S.
H.
Clay
B
Zone of Capillary Rise
G, - 2.65, e -0.5 Clay
50%
H.
W.T.
w. -42%
G,- 2.71,
Saturated Clay
H.
Silty-Clay
Figure 1
Transcribed Image Text:Example 4 Given: A soil prole is shown in Figure 3 with H=6 ft, H2 = 3 ft, H-6 ft. Find: Plot the variation of o, u, and o' with depth at points A, B, C, and D (Figure 1). G.S. H. Clay B Zone of Capillary Rise G, - 2.65, e -0.5 Clay 50% H. W.T. w. -42% G,- 2.71, Saturated Clay H. Silty-Clay Figure 1
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