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Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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
Transcribed Image Text:m²/day,
3. A site is underlain by a 6m thick saturated clay layer over gravel. The void ratio of the clay is 0.86, and the consolidation
parameters obtained from testing a sample obtained from a depth of 5m are: coefficient of consolidation = 0.015
compression index = 0.3, recompression index = 0.02. A 2.5m thick sandy
the site. (a) Determine Zdr. (b) Determine Hdr. Show your work and circle
fill with unit weight = 20 kN/m³
will be placed on
your answers.
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