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The average effective overburden pressure on a 10-m-thick clay layer in the field is 136 kN/m², and the average void ratio is 0.98. If a uniform surcharge of 200 kN/m² is applied on the ground surface, determine the consolidation settlement for the following cases, given C = 0.35 and C, = 0.08: (a) Preconsolidation pressure, o = 350 kN/m² (b) o= 200 kN/m?

The average effective overburden pressure on a 10-m-thick clay layer in the field is 136 kN/m², and the average void ratio is 0.98. If a uniform surcharge of 200 kN/m² is applied on the ground surface, determine the consolidation settlement for the following cases, given C = 0.35 and C, = 0.08: (a) Preconsolidation pressure, o = 350 kN/m² (b) o= 200 kN/m?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The average effective overburden pressure on a 10-m-thick clay layer in the field is 136 kN/m´, and the average void ratio is 0.98. If a uniform surcharge of 200 kN/m² is applied on the ground surface, determine the consolidation settlement for the following cases, given C. = 0.35 and C, = 0.08: (a) Preconsolidation pressure, o= 350 kN/m² (b) o = 200 kN/m²
Transcribed Image Text:The average effective overburden pressure on a 10-m-thick clay layer in the field is 136 kN/m´, and the average void ratio is 0.98. If a uniform surcharge of 200 kN/m² is applied on the ground surface, determine the consolidation settlement for the following cases, given C. = 0.35 and C, = 0.08: (a) Preconsolidation pressure, o= 350 kN/m² (b) o = 200 kN/m²
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