5 m Y= 16 kN/m³ Ysat = 17 kN/m³ _5 m %3D Ysat = 17 kN/m³ Cv= 0.8 m²/ Year 5m e = 1.0 Ce= 0.3 O Sand Clay (normally consolidated)

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.15P
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Known: B = 1m, L = 2m, Q = 100kN

Estimate the consolidation settlement and How long will it take to reach 90% consolidation?

Load = Q
B×L
1.5 m
Y = 16 kN/m³
Ysat = 17 kN/m³
1.5 m
Ysat = 17 kN/m³
Cv= 0.8 m²/ Year
2.5 m
e=1.0
Ce= 0.3
| Sand Clay (normally consolidated)
Transcribed Image Text:Load = Q B×L 1.5 m Y = 16 kN/m³ Ysat = 17 kN/m³ 1.5 m Ysat = 17 kN/m³ Cv= 0.8 m²/ Year 2.5 m e=1.0 Ce= 0.3 | Sand Clay (normally consolidated)
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