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
A longer chain than the shallow one, with more places to go wrong.
Start lesson →- 16.2
Drilled shafts
Where the capacity is decided on site, not on the drawing.
Start lesson →
Module checkpoint
Check what you have taken in
2 questions
Question 1
By what factor does base area increase when a 0.6 m base is under-reamed to 1.5 m?
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?