
When the soil lets go, the pile free-falls — the absorber decides what the crane feels.
Pile Run Protection
By Norwegian Dynamics · March 2026
Practical application: For practical application of this topic, see POLARIS crane shock absorber and engineering studies and analysis.
A pile run occurs when a pile being driven into the seabed suddenly encounters a soft soil layer and free-falls under its own weight. This uncontrolled descent sends a snap load through the crane wire and rigging — a shock far above the static weight, potentially catastrophic without proper protection. Shock absorbers provide the critical safeguard.
What Is a Pile Run?
During offshore piling operations, large steel piles are lowered through a guide frame and driven into the seabed using a hydraulic hammer. The soil resistance supports the pile’s weight during driving. However, if the pile tip encounters a weak or soft layer — such as loose sand or soft clay — the resistance can drop suddenly, and the pile accelerates downward under gravity.
This free-fall event is known as a pile run. The pile can drop several metres in seconds, and when it reaches a harder layer or the end of the soft zone, it decelerates violently. The resulting shock is transmitted through the hammer, guide frame, crane wire, and into the crane boom and vessel structure.
Without protection, a rigid arrest can drive the hook to several times the static weight — a dynamic amplification factor (DAF) above 3 in a clamped run — pushing the crane well past its safe working load and risking structural damage to the crane, wire breakage, or harm to the piling equipment.
How Shock Absorbers Protect Against Pile Runs
A crane shock absorber is installed in the crane’s lifting system — typically inline between the crane hook and the load — to absorb the energy of a pile run event. It works on the same gas-spring principle as a passive heave compensator, but is specifically designed for the high-energy, short-duration loads characteristic of pile runs.
When a pile run occurs, the sudden increase in wire speed causes the shock absorber to stroke rapidly, compressing its gas charge and absorbing the kinetic energy of the falling pile. The peak force transmitted to the crane is limited to the shock absorber’s maximum resistance — a fraction of what would occur with a rigid connection.
The key design parameters are:
- Energy capacity — Must absorb the full kinetic energy of the worst-case pile run without bottoming out.
- Peak force — The maximum resistance force during stroking, which determines the peak load on the crane.
- Stroke — Must be sufficient for the expected pile run distance.
For more on the energy balance in shock absorption, see our page on crane shock absorption.
| Design parameter | What it must satisfy |
|---|---|
| Energy capacity | Absorb the full kinetic energy of the worst-case run — without bottoming out |
| Peak force | The cap on what the crane feels while the unit strokes |
| Stroke | At least the expected pile-run distance |
Sized to the worst credible run, not the expected one — the consequences of under-sizing are severe. The energy balance behind the sizing is on the crane shock absorption page.
POLARIS: Purpose-Built for Pile Run Protection
Norwegian Dynamics POLARIS is a lightweight shock absorber specifically designed for crane operations including pile run protection. With capacities from 75 to 4,000 tonnes and strokes from 1.0 to 8.0 metres, POLARIS covers the full range of offshore piling applications.
Key features of the POLARIS design include:
- Lightweight construction — Minimises the impact on the crane’s usable load chart, preserving lifting capacity for the payload.
- Rapid energy absorption — Tuned gas spring and damping characteristics optimised for the short-duration, high-energy loads of pile run events.
- Simple, robust design — No electronics, sensors, or external power. Works reliably in the harsh offshore environment.
Planning for Pile Run Risk
Pile run risk is assessed during the design phase of a piling operation using geotechnical data. Soil borings and cone penetration tests (CPTs) identify potential weak layers where pile runs may occur. The expected pile run distance and velocity are then calculated based on the pile weight, soil resistance profile, and hammer energy.
These calculations determine the shock absorber specification — energy capacity, peak force, and stroke. The shock absorber must be sized to handle the worst credible pile run scenario, not just the expected case, because the consequences of under-sizing are severe.
Pile run protection is also relevant for wind farm installation, where monopiles are driven into the seabed in potentially variable soil conditions. POLARIS is well suited to this application, combining effective protection with the lightweight design that high-capacity crane operations need. See also quick lifting for related techniques that improve efficiency in repetitive installation campaigns.
Pile run protection — frequently asked
What is a pile run?
How bad is an unprotected run?
How does the shock absorber work?
How is it sized?
Does this apply to offshore wind piling?
Working on a lift that needs this?
POLARIS shock absorbers are designed for pile-run scenarios. Tell us the impact case and we'll size it.
See it in action
POLARIS pile-run protection — shock absorption for offshore pile driving, simulated in CONSTELLATION