The figure shous a pile proup at a site. There are mine piles in the group as shown in the figure
center) is 1 2 m
112 pAintI
The diameter of each pile in 300 mm and ee spacing between pries (centes 10
Determine the settlement of the group due to consolidation of the clay layers Use the 2:1 method to estimate SO (de average InCrease In effectrve stress in che clay Layers)
13 The firar soms apie pupe Thme at nine plan in the pups how the fu The domet of rachide o medometer persone C) 12 m Determine the entered the group due to consolidation of the clay layen rede? I method that 30 (ce effect when the day 1400 N 15 GWI 모 Sang * 162m - 32 Sand YA 17.34 1.5 17 m 13 m Normal Comidated Clay T 15 ml 09 CC -06 * 420 ООО ООО OOO Plan view of the pile group 1 m 5m Sand - 18 Nm. 35. CC 014 Normally Consolidated Clay Y 17 m Cs091 CC - 40 Q520 Nm 1 TOCK
The figure shous a pile proup at a site. There are mine piles in the group as shown in the figure center) is 1 2 m 112 p
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