The soil is acted upon by a uniformly distributed load of 60 kPa at the ground surface. 60 kPa Yary=16.5 kN/m^3 4 m Sand GWT Sand 8 m Y= 18.0 kN/m^3 Yaat = 20.0 kN/m^3 e=0.85 6 m Clay LL =48% 1. Compute the settlement of the clay layer caused by primary consolidation if the soil is normally consolidated. [Select] 2. Compute the settlement of the clay layer caused by primary consolidation if the preconsolidation pressure of clay is 2300 kPa. Use Cs = Cc/5. [ Select ] 3. Compute the settlement of the clay layer caused by primary consolidation if the preconsolidation pressure of clay is 200 kPa. Use Cs = Cc/5. [ Select ]
The soil is acted upon by a uniformly distributed load of 60 kPa at the ground surface. 60 kPa Yary=16.5 kN/m^3 4 m Sand GWT Sand 8 m Y= 18.0 kN/m^3 Yaat = 20.0 kN/m^3 e=0.85 6 m Clay LL =48% 1. Compute the settlement of the clay layer caused by primary consolidation if the soil is normally consolidated. [Select] 2. Compute the settlement of the clay layer caused by primary consolidation if the preconsolidation pressure of clay is 2300 kPa. Use Cs = Cc/5. [ Select ] 3. Compute the settlement of the clay layer caused by primary consolidation if the preconsolidation pressure of clay is 200 kPa. Use Cs = Cc/5. [ Select ]
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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