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
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
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.13P
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