For the soil profile, if the clay layer is divided into two layers: Ap = 48kN/m? %3D Y sat = - 18KN/m³ Clay e, =1.1,C = 0.35 Bedrock For consolidation estimation, the initial effective stress for the first clay layer (kN/m2) is: Choose... + The total consolidation settlement (m) of the whole clay layer is: Choose... + For consolidation estimation, the initial effective stress for the second clay layer (kN/m2) is: Choose... + 10 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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For the soil profile, if the clay layer is divided into two layers:
Ap
48KN/m2
%3D
Y sat = 18KN/m³
Clay
e, =1.1, C. = 0.35
Bedrock
For consolidation estimation, the initial effective stress for the first clay layer (kN/m2) is:
Choose... +
The total consolidation settlement (m) of the whole clay layer is:
Choose... +
For consolidation estimation, the initial effective stress for the second clay layer (kN/m2) is:
Choose... +
The consolidation settlement (m) of the second clay layer is:
Choose... +
The consolidation settlement (m) of the first clay layer is:
Choose... +
10 m
Transcribed Image Text:For the soil profile, if the clay layer is divided into two layers: Ap 48KN/m2 %3D Y sat = 18KN/m³ Clay e, =1.1, C. = 0.35 Bedrock For consolidation estimation, the initial effective stress for the first clay layer (kN/m2) is: Choose... + The total consolidation settlement (m) of the whole clay layer is: Choose... + For consolidation estimation, the initial effective stress for the second clay layer (kN/m2) is: Choose... + The consolidation settlement (m) of the second clay layer is: Choose... + The consolidation settlement (m) of the first clay layer is: Choose... + 10 m
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