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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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