PIL/Types/TBT-PIL-006
Bored Pile Installation (Rotary)
Piling & Foundations › Types › Bored Pile Installation (Rotary)
Bored Pile Installation (Rotary)
Toolbox Talk Record
Ref: TBT-PIL-006 | Issue: 1 | Date: March 2026
| Presenter | Project | ||
| Location | Date |
What?
- Rotary bored piling uses a drilling rig to auger or core into the ground and form a cast-in-situ pile.
- The process generates large volumes of excavated spoil that must be managed safely on site.
- Temporary steel casings are often used to support the borehole in unstable ground conditions.
- Bentonite or polymer support fluids are pumped into the bore to prevent collapse in granular soils.
- The reinforcement cage must be lifted and lowered into the bore using a planned crane lift.
- Concrete is placed by tremie pipe from the base upwards, displacing the support fluid as it rises.
- The piling rig is heavy and requires a stable platform designed to carry the full operating weight.
- Noise and vibration from rotary piling are lower than driven methods but still require assessment.
- CDM 2015 and LOLER 1998 apply to all lifting, plant operations, and concrete placement activities.
- Underground services must be confirmed clear before any bore position is drilled.
Why?
| Collapse risk | Unsupported boreholes can collapse without warning, trapping workers or equipment. |
| Heavy lifting | Reinforcement cages and casings require lift plans — dropped loads cause fatal injuries. |
| Ground contamination | Support fluids and spoil must be managed to prevent environmental pollution. |
| Plant stability | Rig overturning on inadequate platforms causes catastrophic incidents. |
| Do | Don't |
|
See also: Piling Safety Awareness | Piling Platform Requirements |
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