The uniformly distributed load on the ground surface is Δσ. Estimate the primary consolidation settlement of the clay layer given these values: H1 1.5 m, H2 2 m, H3 2 m Sand: e 0.55, Gs 2.67 Clay: e 1.1, Gs 2.73, LL 45 Δσ= 120 kN/m2
The uniformly distributed load on the ground surface is Δσ. Estimate the primary consolidation settlement of the clay layer given these values: H1 1.5 m, H2 2 m, H3 2 m Sand: e 0.55, Gs 2.67 Clay: e 1.1, Gs 2.73, LL 45 Δσ= 120 kN/m2
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 9.5P
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The uniformly distributed load on the
ground surface is Δσ. Estimate the primary consolidation settlement of the
clay layer given these values:
H1 1.5 m, H2 2 m, H3 2 m
Sand: e 0.55, Gs 2.67
Clay: e 1.1, Gs 2.73, LL 45
Δσ= 120 kN/m2
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