Q4) A clay layer of 4m thickness is consolidated in the field under the load of temporary embankment , from the figure and soil profile shown below, determine the following ; 1) the time that required for 95% degree of consolidation (U=95%) .2) the settlement of the clay layer at this time ( U=95%). Fiker Y-18. 8 kN/m Sm 2.7m Embankmont (Very wide) GWT Cly: P~16. 8 kN/m 2m ,Ga 2.7, C2.1 m² /year LL-40% ,w46% 4m
Q4) A clay layer of 4m thickness is consolidated in the field under the load of temporary embankment , from the figure and soil profile shown below, determine the following ; 1) the time that required for 95% degree of consolidation (U=95%) .2) the settlement of the clay layer at this time ( U=95%). Fiker Y-18. 8 kN/m Sm 2.7m Embankmont (Very wide) GWT Cly: P~16. 8 kN/m 2m ,Ga 2.7, C2.1 m² /year LL-40% ,w46% 4m
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.17P
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