G, = 2.69; e = 0.47 G, = 2.73; e = (0.68 G. = 2.7; e = 0.89
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.13P
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Question
![The figure below shows the zone of capillary rise within a clay layer above the groundwater table. For the
following variables, calculate and plot o, u, and ơ' with depth.
G = 2.69; e = 0.47
H2
G¸ = 2.73; e = 0.68
H3
G¸ = 2.7; e = 0.89
3
Dry sand
O Clay; zone of capillary rise
Clay
Rock
Figure 9.29
Degree of saturation in
capillary rise zone, S (%)
H,
H2
3.05 m
2.43 m
4.88 m
40](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4d447583-d485-4491-a73b-fa2a92dce668%2F18f6a126-fee2-4f50-93c3-9736b940ee12%2F8g5da5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The figure below shows the zone of capillary rise within a clay layer above the groundwater table. For the
following variables, calculate and plot o, u, and ơ' with depth.
G = 2.69; e = 0.47
H2
G¸ = 2.73; e = 0.68
H3
G¸ = 2.7; e = 0.89
3
Dry sand
O Clay; zone of capillary rise
Clay
Rock
Figure 9.29
Degree of saturation in
capillary rise zone, S (%)
H,
H2
3.05 m
2.43 m
4.88 m
40
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