uestion-2: In an Oedometer test on a 20 mm thick sample of saturated clay taken from a site, 50% consolidation was reached in 10 minutes. Solve for. i Time required for the clay layer of 5 m thickness at the site for 50% compression, if the there is drainage only towards the top. Assume that the laboratory sample and the clay layer ut the site are both subject to the sume increase in stress. ii. Time required for the clay layer to reach 90% consolidation. iii, Time required for the clay layer to reach 50% consolidation, if the layer has double drainage instead of single drainage?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question-2:
In an Oedometer test on a 20 mm thick sample of saturated clay taken from a site,
50% consolidation was reached in 10 minutes. Solve for.
Time required for the clay layer of 5 m thickness at the site for 50%
compression, if the there is drainage only towards the top. Assume that the
laboratory sample and the clay layer at the site ure both subject to the sume
increase in stress.
ii. Time required for the clay layer to reach 90% consolidation.
iii, Time required for the clay layer to reach 50% consolidation, if the layer has
double drainage instead of single drainage?
Transcribed Image Text:Question-2: In an Oedometer test on a 20 mm thick sample of saturated clay taken from a site, 50% consolidation was reached in 10 minutes. Solve for. Time required for the clay layer of 5 m thickness at the site for 50% compression, if the there is drainage only towards the top. Assume that the laboratory sample and the clay layer at the site ure both subject to the sume increase in stress. ii. Time required for the clay layer to reach 90% consolidation. iii, Time required for the clay layer to reach 50% consolidation, if the layer has double drainage instead of single drainage?
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