The diamter of precast round piles under pile cap is 400mm, the embedded depth of cap bottom is 1.5m, the thickness of the soft clay 1,=8m and enter the hard plastic clay /₂=2m. Try to calculate the bearing capacity characteristic value of a single pile according to building foundation design code. 8m 1.5m

Determine the design capacity of the concrete pile shown in Figure 3 for a factor of safety of 2. 2 Design = ? |VIAYIAY/YIAVAVIAVA Groundwater Table 6 m Dense Sand 20 m y = 20.45 kN/m O = 37* K = 0.90 0.5 m Điameter

7. A 12m long concrete pile with diameter = 0.45m is drilled into normally consolidated clay with S, = 90 kPa and friction angle = 32 degrees. The pile is loaded with 300 kN and in response to such loading, it settles 2.5mm. What is the mobilized short term end bearing resistance? Show your work and circle your answer.

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