If the clay is OC, pre-consolidation pressure, Pc=200 kPa, Cc=0.1, Cr=0.025, e.=0.9, calculate the primary consolidation settlement of clay layer, the surcharge pressure is 50 kPa as shown in the figure below (unit: mm). Hint: Use the middle layer to represent the whole layer. 50 kPa 3 m Granular fill, y, = 19.6 kN/m3 %3D Člay, y; = 18.6 kN/m3 20 m

If the clay is OC, pre-consolidation pressure, Pc=200 kPa, Cc=0.1, Cr=0.025, e.=0.9, calculate the primary consolidation settlement of clay layer, the surcharge pressure is 50 kPa as shown in the figure below (unit: mm). Hint: Use the middle layer to represent the whole layer. 50 kPa 3 m Granular fill, y, = 19.6 kN/m3 %3D Člay, y; = 18.6 kN/m3 20 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.17P

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