Also called: treated timber piling, wood piles
How it is done
- Select piles to ASTM D25 or the local equivalent: straight, sound, with specified tip and butt diameters; pressure-treat with preservative to the retention required for the exposure.
- Fit a steel shoe at the tip in gravelly ground and a steel driving ring at the butt; trim the head square.
- Drive with a light hammer (drop, single-acting or small hydraulic), limiting energy so the head does not broom and the pile does not split.
- Stop at the required set or penetration; restrike in clay; reject and replace any pile that splits, breaks or drifts badly.
- Cut untreated piles off below the lowest permanent groundwater level; treat the cut surface of treated piles that stand above it.
- Cap with a timber or concrete cap, and in seawater wrap or jacket the piles against marine borers.
Key numbers
- Butt diameter250-450 mm; tip at least about 150-200 mm.
- Length6-20 m common, up to about 25-30 m in Douglas fir or southern pine.
- Working load100-400 kN per pile.
- Lifeindefinite when permanently saturated; decades when treated above the water table; a few years in warm seawater with marine borers if unprotected.
Where it fits
- Temporary trestles and falsework, small rural bridges, historic replacements, soft ground with 100-400 kN per pile.
Where it does not
- Any exposure above the water table without treatment; marine borers; hard driving.
Choosing it
- Choose timber for temporary trestles, falsework and light or short-lived structures in soft ground where timber is cheap and loads stay below about 400 kN per pile.
- Prefer prestressed concrete or steel piles for permanent bridges where the heads stand above the water table, in seawater with borers, or where hard driving is expected.
- Untreated timber is acceptable only if it stays permanently saturated; lowered groundwater from drainage or dewatering exposes the heads to decay.
Plant, pace and money
PlantLight crawler rig or crane-hung hammer.
Productivity15-30 piles per shift.
CostUSD 30-80 per metre.
Risks and controls
What goes wrong
- Brooming of the head, decay at the water line, borer attack in the sea.
Quality assurance
Straightness and treatment certificates, driving records.
Origins
The oldest driven foundation: prehistoric lake dwellings in the Alps stood on timber piles, the Romans drove them under bridges and harbours, and Venice and Amsterdam stand on them; pressure treatment with creosote from the mid-19th century extended their use above the water table.
Examples
Temporary trestles for river bridges worldwide; Venetian foundations are the famous permanent case.
Case studies
Rialto Bridge, VeniceItaly · 1591The stone arch's abutments rest on about 12,000 timber piles driven into the lagoon clay, still sound because they remain saturated.
Old London BridgeUK · 1209Nineteen narrow masonry arches stood on starlings, boat-shaped enclosures of elm piles filled with rubble, which constricted the Thames and needed constant repair for six centuries.
Caesar's Rhine bridgeGermany · 55 BCA timber pile trestle across the Rhine built in about ten days, with paired piles driven at a rake and extra raking piles on the downstream side.
Related methods
Further reading
ASTM D25 · AWPA standards · AASHTO LRFD 8 (wood structures) and 10.7 (timber piles)