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Problem 1 A 3 m thick saturated clay layer (single drained) under surcharge loading underwent 60% primary consolidation in 30 days. Calculate the coefficient of consolidation for the clay. If the ultimate consolidation settlement is 30 mm, calculate the settlement in 30 days.

Problem 1 A 3 m thick saturated clay layer (single drained) under surcharge loading underwent 60% primary consolidation in 30 days. Calculate the coefficient of consolidation for the clay. If the ultimate consolidation settlement is 30 mm, calculate the settlement in 30 days.

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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**Problem 1** A 3 m thick saturated clay layer (single drained) under surcharge loading underwent 60% primary consolidation in 30 days. Calculate the coefficient of consolidation for the clay. If the ultimate consolidation settlement is 30 mm, calculate the settlement in 30 days. --- **Problem 2** How long (in days) will it take for a 3 ft clay layer in the field (double drained) to reach 60% consolidation? The coefficient of consolidation for clay is \(2.6 \times 10^{-6} \, \text{ft}^2/\text{min}\).
Transcribed Image Text:**Problem 1** A 3 m thick saturated clay layer (single drained) under surcharge loading underwent 60% primary consolidation in 30 days. Calculate the coefficient of consolidation for the clay. If the ultimate consolidation settlement is 30 mm, calculate the settlement in 30 days. --- **Problem 2** How long (in days) will it take for a 3 ft clay layer in the field (double drained) to reach 60% consolidation? The coefficient of consolidation for clay is \(2.6 \times 10^{-6} \, \text{ft}^2/\text{min}\).
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