e A (e₁ = 1.1, o=10 kPa) (e₁ = 0.8, o 60 kPa) B (e₂= ?,σ= 105 kPa) C log ov'

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter8: Seepage
Section: Chapter Questions
Problem 8.12P
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Data from an oedometer test using a clay specimen are plotted in the graph shown below. If the compression index is equal to 0.6, calculate the void ratio (e2) missing at Point C, which is associated with a vertical effective stress equal to 105 kPa

e
A
(e₁ = 1.1, o=10 kPa)
(e₁ = 0.8, o 60 kPa)
B
(e₂= ?,σ= 105 kPa) C
log ov'
Transcribed Image Text:e A (e₁ = 1.1, o=10 kPa) (e₁ = 0.8, o 60 kPa) B (e₂= ?,σ= 105 kPa) C log ov'
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