Q3/An oedometer test was performed on a 2 cm thick clay sample taken from the mid clay layer shown below, after 5 minutes 50% consolidation is reached. . a) From the below so profile ,How much the ultimate (Final) settlement would be reached in the clay layer. b) How long time in days would the same degree of consolidation(50%) be reached in the field Sand surcharge q%=52 kN/m? sand Ysat.-21kV Water table lavel 2m e-1, Com 0.2, Yset= 20kN/m A C-0.1, O.C.R.=1 clay 7m Sand layer

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q3/An oedometer test was performed on a 2 cm thick clay sample taken from the mid clay
layer shown below, after 5 minutes 50% consolidation is reached.
profile ,How much the ultimate (Final) settlement would be reached in the clay layer. b) How
long time in days would the same degree of consolidation(50%) be reached in the field
a) From the below soil
Sand surcharge
q352 kN/m2
sand Ysat.-21kVm
Water table lavel
2m
e=1, Com 0.2, Ysat= 20kN/m
A C-0.1, O.C.R.=1
clay
7m
Sand layer
Transcribed Image Text:Q3/An oedometer test was performed on a 2 cm thick clay sample taken from the mid clay layer shown below, after 5 minutes 50% consolidation is reached. profile ,How much the ultimate (Final) settlement would be reached in the clay layer. b) How long time in days would the same degree of consolidation(50%) be reached in the field a) From the below soil Sand surcharge q352 kN/m2 sand Ysat.-21kVm Water table lavel 2m e=1, Com 0.2, Ysat= 20kN/m A C-0.1, O.C.R.=1 clay 7m Sand layer
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