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Moving to the question prevents changes to this Question 15 The figure shows a pile group sa site. There are sine piles in the growshows in the figure. The colesterom center) 12 m. To be able to calculate the consolidation element, imaginary footing placing the pile Calculate the increase of vertical re (c) in kilo eucal (2) for the beam clay layer to be wed in calculating the committentemens, wing the 21, sem choose the closest value to the value you have calculated. 1500 1.8 GWT Sand 1.5 므 Sand Y17.30 7 m 21 m Imaginary footin 12 m OOO ооо ООО Normal Consolidated Clay T15 m 09 CC-0.96 Q420 m Plan view of the pile group 1 m 1 5 m Sand: y = 18 km. 0-35. Cc=0.14 Normally consolidated Clay Y= 17 kN/m $0.91 Cc = 0.40 Q = 520 N/m2 rock Oa 2.9 kPa O b. 178.4 kPa O c. 24.0 kPa O d. 5.3 kPa O e. 3.6 kPa Of 4.7 kPa