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Queensferry

Module 16

Pile capacity from SPT and CPT; drilled shafts

Field data into pile capacity, and the part of a bored pile that no calculation controls.

What this module covers

  • Carry SPT data through to a pile base resistance and identify where the uncertainty enters
  • Explain why the CPT is the better instrument for pile design
  • Apply a limiting base pressure and say how much of the answer it decides
  • Describe the workmanship factors that govern a drilled shaft's real capacity

Lessons

  1. A longer chain than the shallow one, with more places to go wrong.

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  2. Where the capacity is decided on site, not on the drawing.

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Module checkpoint

Check what you have taken in

2 questions

  1. Question 1

    By what factor does base area increase when a 0.6 m base is under-reamed to 1.5 m?

  2. Question 2

    Two identical bored piles are designed with the same parameters. One is bored and concreted the same morning; the other stands open overnight in clay. What differs?