In a reclamation project, the middle of a clay layer is under an initial effective vertical stress of 200 kPa and initial void ratio (eo) of 0.90. The clay is overconsolidated with OCR of 1.4, compression index of 0.34 and expansion index of 0.07. With an applied load of 299 kPa, what will be the final void ratio (e1) for the clay?
In a reclamation project, the middle of a clay layer is under an initial effective vertical stress of 200 kPa and initial void ratio (eo) of 0.90. The clay is overconsolidated with OCR of 1.4, compression index of 0.34 and expansion index of 0.07. With an applied load of 299 kPa, what will be the final void ratio (e1) for the clay?
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.20P
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