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Queensferry

Module 15

Pile capacity in sand — the β-method

Effective stress all the way down — until the measurements stop agreeing with it.

What this module covers

  • Apply the β-method to compute shaft resistance in sand
  • Explain what K and δ each represent, and which one installation changes
  • Apply a limiting shaft stress and a limiting base pressure, and state the dispute over both
  • Compare the shaft-base split in sand with the equivalent in clay

Lessons

  1. Shaft friction that grows with depth — in the calculation, at least.

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  2. Where the calculation and the measurements part company.

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Module checkpoint

Check what you have taken in

2 questions

  1. Question 1

    A bored pile has K = 0.5 against sand with an interface friction angle δ = 25°. What is β?

  2. Question 2

    Uncapped shaft resistance is 2834 kN; with a limiting effective stress it becomes 1814 kN. What percentage did the cap remove?