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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

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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Soil mechanics  Geotechnical Engineer.


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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
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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