The figure shows a pile group at a site. There are nine piles in the group as shown in the figure. The diameter of each pile is 500 mm and the spacing between piles (center to
center) is 1,2 m. To be able to calculate the consolidation settlement, an imaginary footing replacing the pile group is assumed at the location shown in the figure.
Calculate the increase of vertical stress (A g) in kilo Pascal (KPa) for the bottom clay layer to be used in calculating the consolidation settlement, using the 2:1 method, then
choose the closest value to the value you have calculated.
The Figure Shows A Pile Group At A Site There Are Nine Piles In The Group As Shown In The Figure The Diameter Of Each 1 (45.53 KiB) Viewed 9 times
Met het in prevent changes to this Question 15 The figure shows a pile group sa site. There are mine piles in the popus shown in the figure. The diameter of each le 500 and the lettere center is 1.2m. To be able to calculate the consolidation settlement, many fingeplacing the pile poup is the location we eigen Calculate the increase of vertical strew (Ac) in kilo Pascal (21) for the best clay layer to be ed in calculating the conciliation element, the 21 mebel, then choose the closest value to the value you have calculated 1500 1.6 GWT 1.5 Band Y-16.30 Sand 7-17.30 7 m Imaginary Footing 21 m 12 m OOO ооо Normally Coundated Clay 7-15 km -0.9 CC-0.96 Q420 / OOO Plan view of the pile group 1 m + 5 m Sand: Y-18 kN/m°. -35°. Cc=0.14 Normally Consolidated Clay y = 17 kN/m2 Be=0.91 Cc =0.40 Q = 520 kN/m2 rock Oa 2.9 kPa Ob. 178.4 kPa Oc 24.0 kPa Od.5.3 kPa Oe. 3.6 kPa 01. 4.7 kPa
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