PIL/General/TBT-PIL-014
Secant Pile Wall Installation
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Secant Pile Wall Installation
Toolbox Talk Record
Ref: TBT-PIL-014 | Issue: 1 | Date: March 2026
| Presenter | Project | ||
| Location | Date |
What?
- Secant pile walls form retaining structures from overlapping bored piles — alternating hard and soft piles.
- Soft piles are installed first, then hard (reinforced) piles are bored through the overlap zone.
- The piling rig must be positioned on a stable guide wall or template with precise alignment tolerances.
- Verticality control is critical — deviation causes gaps in the wall that allow water and soil ingress.
- Concrete for soft piles uses a weak mix to allow the hard pile auger to cut through the overlap.
- Reinforcement cages for hard piles are long, heavy, and require crane lifts into the bore.
- Bentonite or polymer support fluid may be used to stabilise the bore during drilling.
- Spoil from boring contains wet concrete, bentonite, and excavated soil requiring controlled disposal.
- The guide wall must be accurately set out and strong enough to resist piling rig forces.
- Secant wall construction generates significant noise and vibration near adjacent structures.
Why?
| Retaining function | Gaps from misaligned piles allow groundwater and soil to flow through, undermining the excavation the wall supports. |
| Heavy lifting | Long reinforcement cages weighing several tonnes require precise crane lifts into bores with fall and crush hazards. |
| Ground stability | Bore collapse from inadequate support fluid or poor ground conditions can trap the auger and delay the programme. |
| Do | Don't |
|
See also: Piling Safety Awareness | Bored Pile Installation (Rotary) |
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