(1) Is the clay a normally consolidated, overconsolidated or underconsolidated soil? (1pt) (2) The primary consolidation settlement in the clay layer assuming the vertical stress increase the clay layer is 80 KN/m². (2 pts) (3) What is the coefficient of consolidation for the pressure range ( in cm?/min) after 12 month (365 days) when the clay (one side drainage) is at 40% consolidation (2 pts) (4) The settlement in 24 months (2 pts) (5) How long will it take for the clay to reach 99% consolidation (1 pt) Δσ

(1) Is the clay a normally consolidated, overconsolidated or underconsolidated soil? (1pt) (2) The primary consolidation settlement in the clay layer assuming the vertical stress increase the clay layer is 80 KN/m². (2 pts) (3) What is the coefficient of consolidation for the pressure range ( in cm?/min) after 12 month (365 days) when the clay (one side drainage) is at 40% consolidation (2 pts) (4) The settlement in 24 months (2 pts) (5) How long will it take for the clay to reach 99% consolidation (1 pt) Δσ

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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