Q3: A 0.2 m in diameter sand drains are spaced on 3 m centers in a clay soil "square patterns". Tests indicate the vertical cy= 1 x 103 m²/day and the horizontal value= 4c.. Estimate how long it will take for a 6 m depth of this clay to undergo 80 percent consolidation "two-way drainage". What drain spacing would be required to reduce the consolidation time to 6 months?

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Ground Improvement
Section: Chapter Questions
Problem 11.8P
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Q3: A 0.2 m in diameter sand drains are spaced on 3 m centers in a clay soil "square patterns". Tests
indicate the vertical cv. 1 x 103 m²/day and the horizontal value = 4c.. Estimate how long it
will take for a 6 m depth of this clay to undergo 80 percent consolidation "two-way drainage".
What drain spacing would be required to reduce the consolidation time to 6 months?
Transcribed Image Text:Q3: A 0.2 m in diameter sand drains are spaced on 3 m centers in a clay soil "square patterns". Tests indicate the vertical cv. 1 x 103 m²/day and the horizontal value = 4c.. Estimate how long it will take for a 6 m depth of this clay to undergo 80 percent consolidation "two-way drainage". What drain spacing would be required to reduce the consolidation time to 6 months?
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