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Example Given: A 12 m thick layer of Chicago clay is doubly drained. (This means that a very pervious layer compared to the clay exists on top of and under the 12 m clay layer.) The coefficient of consolidation c, -8.0 x 10 m²/s. Required: Find the degree or percent consolidation for the clay 5 yr after loading at depths of 3, 6, 9, and 12 m.

Example Given: A 12 m thick layer of Chicago clay is doubly drained. (This means that a very pervious layer compared to the clay exists on top of and under the 12 m clay layer.) The coefficient of consolidation c, -8.0 x 10 m²/s. Required: Find the degree or percent consolidation for the clay 5 yr after loading at depths of 3, 6, 9, and 12 m.

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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Example Given: A 12 m thick layer of Chicago clay is doubly drained. (This means that a very pervious layer compared to the clay exists on top of and under the 12 m clay layer.) The coefficient of consolidation c, = 8.0 x 108 m²/s. Required: Find the degree or percent consolidation for the clay 5 yr after loading at depths of 3, 6, 9, and 12 m.
Transcribed Image Text:Example Given: A 12 m thick layer of Chicago clay is doubly drained. (This means that a very pervious layer compared to the clay exists on top of and under the 12 m clay layer.) The coefficient of consolidation c, = 8.0 x 108 m²/s. Required: Find the degree or percent consolidation for the clay 5 yr after loading at depths of 3, 6, 9, and 12 m.
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