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
- 15.1
The β-method
Shaft friction that grows with depth — in the calculation, at least.
Start lesson → - 15.2
The two limits
Where the calculation and the measurements part company.
Start lesson →
Module checkpoint
Check what you have taken in
2 questions
Question 1
A bored pile has K = 0.5 against sand with an interface friction angle δ = 25°. What is β?
Question 2
Uncapped shaft resistance is 2834 kN; with a limiting effective stress it becomes 1814 kN. What percentage did the cap remove?