A half-closed clay layer is 8 m thick and it can be assumed that cv ¼ ch. Vertical sand drains 300 mm in diameter, spaced at 3 m centres in a square pattern, are to be used to increase the ra
A half-closed clay layer is 8 m thick and it can be assumed that cv ¼ ch. Vertical sand drains 300 mm in diameter, spaced at 3 m centres in a square pattern, are to be used to increase the ra
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.A half-closed clay layer is 8 m thick and it can be assumed that cv ¼ ch. Vertical
sand drains 300 mm in diameter, spaced at 3 m centres in a square pattern, are
to be used to increase the rate of consolidation of the clay under the increased
vertical stress due to the construction of an embankment. Without sand drains
the degree of consolidation at the time the embankment is due to come into use
has been calculated as 25%. What degree of consolidation would be reached
with the sand drains at the same time?
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