Figure below shows a group pile in clay. Determine the consolidation settlement of the group. Use the 2:1 method of estimate the average effective stress in the clay layers. 1335 kN 3 m Sand y= 15.72 kN/m Groundwater table 3 m Sand Y = 18.55 kN/m $2.75 m X 215 m Groopa olan 315 m 18 m Normally consolidated clay Yo = 19.18 kN/m € = 0.8 C=0.8 5 m Normally consolidated clay Y-18.08 kN/m = 1.0 DEN C-0.31 Normally consolidated clay Y = 19.5 kN/m?! = 0.7 C=0.26
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