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The settlement of pile caused by the load at pile point
[Se(2)]
The allowable working load on a prestressed
concrete pile 21 m long that has been driven
into sand is 502 kN. The pile is octagonal in
shape with D=0.356 m and Ap= 0.1045 m2,
and perimeter (p)= 1.168m. Skin resistance
carries 350 kN of the allowable load and point
bearing carries the rest. Use Ep=21x106
kN/m2, Es=25x103 kN/m2 µs=0.35 and ξ=0.62.
Determine the elastic settlement of the pile.
Settlement of piles
Settlement of piles
Settlement of piles
Settlement of piles
Settlement of piles
Settlement of piles
Settlement of piles
Settlement of piles

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Settlement of piles

  • 1.
  • 2.
  • 3.
  • 4. The settlement of pile caused by the load at pile point [Se(2)]
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10. The allowable working load on a prestressed concrete pile 21 m long that has been driven into sand is 502 kN. The pile is octagonal in shape with D=0.356 m and Ap= 0.1045 m2, and perimeter (p)= 1.168m. Skin resistance carries 350 kN of the allowable load and point bearing carries the rest. Use Ep=21x106 kN/m2, Es=25x103 kN/m2 µs=0.35 and ξ=0.62. Determine the elastic settlement of the pile.
  翻译: