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For soil profile shown in figure below, estimate the consolidation settlement due to pla 3m fill over the sand layer, calculate the settlement after three years from placemen layer. Fill (y = 20 kN/m³, H=3 m) ↓ ↓ y = 17 kN/m³ W. T Sand Ysat = 19 kN/m³ Clay Ysat = 20 kN/m³ C₂ = 1.26 m²/year Cv Cc = 0.32, eo = 0.857 Bed rock ↓ ↓ Į 2 m ա 9 ա 9

For soil profile shown in figure below, estimate the consolidation settlement due to pla 3m fill over the sand layer, calculate the settlement after three years from placemen layer. Fill (y = 20 kN/m³, H=3 m) ↓ ↓ y = 17 kN/m³ W. T Sand Ysat = 19 kN/m³ Clay Ysat = 20 kN/m³ C₂ = 1.26 m²/year Cv Cc = 0.32, eo = 0.857 Bed rock ↓ ↓ Į 2 m ա 9 ա 9

Fundamentals of Geotechnical Engineering (MindTap Course List)
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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Soil mechanics  Geotechnical Engineer.


Please solve in clear writing With sincere thanks and appreciation

For soil profile shown in figure below, estimate the consolidation settlement due to pla 3m fill over the sand layer, calculate the settlement after three years from placemen layer. Fill (y = 20 kN/m³, H=3 m) ↓ ↓ y = 17 kN/m³ W. T Sand Ysat = 19 kN/m³ Clay Ysat = 20 kN/m³ C₂ = 1.26 m²/year Cv Cc = 0.32, eo = 0.857 Bed rock ↓ ↓ Į 2 m ա 9 ա 9
Transcribed Image Text:For soil profile shown in figure below, estimate the consolidation settlement due to pla 3m fill over the sand layer, calculate the settlement after three years from placemen layer. Fill (y = 20 kN/m³, H=3 m) ↓ ↓ y = 17 kN/m³ W. T Sand Ysat = 19 kN/m³ Clay Ysat = 20 kN/m³ C₂ = 1.26 m²/year Cv Cc = 0.32, eo = 0.857 Bed rock ↓ ↓ Į 2 m ա 9 ա 9
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