6.10 Refer to Figure P6.5a. The uniform surcharge is time dependent. Given q (kN/m²) = 2t (days) (for t < 100 days), and q = 200 kN/m² (for t > 100 days), determine the average degree of consolidation for the clay layer at t = 50 days and t = 1 year. Use Figure 6.8c. Uniform surcharge, q 4 3m Sand 10 m GWT Clay C₁=2× 10² m²/day Rock Load per unit area (q) (b) ac t₁. Time (t)
6.10 Refer to Figure P6.5a. The uniform surcharge is time dependent. Given q (kN/m²) = 2t (days) (for t < 100 days), and q = 200 kN/m² (for t > 100 days), determine the average degree of consolidation for the clay layer at t = 50 days and t = 1 year. Use Figure 6.8c. Uniform surcharge, q 4 3m Sand 10 m GWT Clay C₁=2× 10² m²/day Rock Load per unit area (q) (b) ac t₁. Time (t)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.15P
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