A crane vessel driving a monopile at dusk, a shock absorber in-line on the fall above the pile head
Pile run protection

When the soil lets go, the pile free-falls — the absorber decides what the crane feels.

Pile Run Protection

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 load far past the static weight; in ND’s modelled clamped-run screening case the factor passed 3, with crane overload, wire damage and harm to the piling equipment on the line. The severity is case-specific: the pile, hammer, soil and rigging boundary conditions set it.

1Soft layer — soil resistance suddenly drops 2Free fall — the pile drops metres in seconds 3Violent arrest — rigid connection: DAF above 3; absorbed case: peak limited while the unit stays within its force–stroke envelope

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. While the absorber stays inside its force–stroke envelope, the crane sees at most the absorber’s resistance — a fraction of the rigid-connection peak. Bottoming out forfeits that cap, which is what the stroke check is for.

The key design parameters are:

  • Energy capacity — Must take the arrest energy the coupled model assigns to the absorber, including work done during the stopping stroke, without running out of usable stroke.
  • Peak force — The maximum resistance force during stroking, which determines the peak load on the crane.
  • Usable stroke — Must cover the relative travel through the absorber in the governing arrest case, with end-stop margin — not necessarily the pile’s soil-penetration distance.

For more on the energy balance in shock absorption, see our page on crane shock absorption.

Shock-absorber sizing for a pile run — what each design parameter must satisfy.
Design parameterWhat it must satisfy
Energy capacityAbsorb the energy assigned to the unit by the governing coupled arrest — including work during its stopping stroke — without bottoming out
Peak forceThe configured force–stroke response must keep the stated crane and load channels inside project limits while the unit remains within usable stroke
StrokeCover the absorber-relative travel in the governing coupled arrest, with end-stop margin; this is not generally the pile’s soil-penetration distance

Sized to the worst credible run, not the expected one — the consequences of under-sizing are severe. Compare the rigid-link and protected responses in the matched pile-run arrest study; the energy balance behind 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 duty range that offshore piling campaigns typically call for.

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?
An uncontrolled free-fall during pile driving: the tip meets a weak layer, resistance collapses, and the pile accelerates under its own weight — metres in seconds — before arresting hard on firmer ground.
How dangerous is an unprotected pile run?
Severity is case-specific: peak line tension follows from the pile, hammer, soil, run scenario and rigging boundary condition. In the modelled clamped screening case the factor passed 3 — the project case is what the arrest is checked against.
How does a shock absorber protect against a pile run?
It strokes rapidly as wire speed jumps, compressing its gas charge and taking energy assigned to it by the coupled arrest. Its configured force–stroke response can limit the crane-line peak while the unit remains inside usable stroke; bottoming out forfeits that protection.
How is pile-run protection sized?
Geotechnical data (borings, CPTs) defines the credible run scenarios. A coupled pile, soil, hammer, rigging and crane-line model then sets the absorber energy, force and relative-travel demand. Usable stroke must cover that absorber-relative travel with end-stop margin; it is not generally the pile’s soil-penetration distance. POLARIS is purpose-built for this duty.
Is pile-run protection relevant for offshore wind?
Directly — monopiles in variable soils, driven over and over across a campaign. Lightweight protection preserves chart capacity on every drive; the film below shows a protected run simulated in CONSTELLATION.

Protecting your crane against a pile run?

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

Basis and assumptions

Where the figures on this page come from, and how far each one can be carried. Screening values are modelled estimates; they are not a substitute for a project-specific analysis on your own basis.

Dynamic amplification factor above 3 in a clamped runModel output
A CONSTELLATION result for a rigid, clamped arrest — the bounding case where the pile stops against an unyielding line rather than against a compensator. It is a modelled screening figure for an intentionally severe case, not a certified project analysis and not a value to expect on every run. The governing number for a real campaign comes from that campaign’s own soil and hammer data.

Related products

  • POLARIS — Crane shock absorber
  • CYGNUS — Passive heave compensator
  • ANTARES — Adaptive passive heave compensator

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