Given the following data for the normally consolidated clay layer in the field. Compute the primary consolidation settlement. Thickness of clay layer= 3.0m Cc= 0.30 e= 0.70 Overburden pressure= 250 Kpa ΔP= 46 kPa Cα= 0.022
Given the following data for the normally consolidated clay layer in the field. Compute the primary consolidation settlement. Thickness of clay layer= 3.0m Cc= 0.30 e= 0.70 Overburden pressure= 250 Kpa ΔP= 46 kPa Cα= 0.022
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the following data for the normally consolidated clay layer in the field. Compute the primary
consolidation settlement.
Thickness of clay layer= 3.0m
Cc= 0.30
e= 0.70
Overburden pressure= 250 Kpa
ΔP= 46 kPa
Cα= 0.022
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