The slope beneath a piled deck takes both propeller wash and wave action. A fabric-formed concrete mattress protects it for a fraction of the material of rock armour, pump-filled in situ under the completed deck.
On an open piled structure the mattress earns its place two ways. It uses far less material: a single 220 / 150 mm slab in place of multiple layers of rock armour, at a time when modern propulsion demands larger stone sizes that make rock progressively less cost-effective.
And it is installed under the deck, so the works above continue uninterrupted. Rock layers are difficult to form around piles on slopes; the fabric form is tailored to them, sealed sand-tight at every penetration.
405,600 m³ of rock saved across the 120,000 m² berth at Al Faw.
The lightweight formwork is handled and placed beneath deck structures where access is restricted, and the works above carry on while it goes in.
A single 220 / 150 mm slab in place of multiple layers of rock armour, where modern propulsion now demands stone sizes that make rock less cost-effective.
The mattress is pump-filled in situ from the deck, supplied directly from ready-mix wagons. No dredgers, no rock barges.
The form conforms to the tolerances and undulations of the slope and seals sand-tight around each pile, without precise dredging or extensive bed preparation.
One method protects the slope, the bed and the pile penetrations, designed to your structure, your bed and your vessel loading.
A plain slab of uniform thickness laid over the revetment face, 220 mm through the wave zone and 150 mm submerged, with fully interlocking shear joints forming one continuous apron.
The form seals sand-tight around each pile group and bonds securely to the quay wall, with the seaward edge protected by embedment or rock armour, so flow cannot track down the pile line.
Everything is placed by divers beneath the completed deck and pump-filled from above, with our engineers supervising on site.
Wave zone / submerged section
Micro-concrete strength, pumped bottom-up
Proven performance on piled revetments
Pump-filled by divers, under the deck
Divers lay out the tailored formwork, secure it around the piles and zip-connect it to adjacent panels, forming a continuous interlocked apron.
A 2:1 sand-cement micro-concrete, designed for 35 N/mm², is supplied from ready-mix wagons and pumped into the panels from the bottom up through grout hoses.
Bottom-up filling eliminates voids, and the mattress follows the tolerances and undulations of the revetment without precise dredging or extensive bed preparation.
Iraq · 2022–24 · 120,000 m²
A 1.75 km piled jetty where the concrete mattress was installed beneath the deck, around the pile clusters, in parallel with the main build, scour protection kept entirely off the critical path.
Guatemala · 2015–16 · 20,347 m²
A piled jetty protected under the deck while construction continued above, the mattress draped down the slope and sealed around the piles in the confined space below.
Dunkirk, New Ferry Terminal · Port-au-Prince, Revetment Protection
The fabric-formed apron that protects the toe. How it works, the six variants, and the published design basis.
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The forms that seal the face, close joints behind the wall and repair piles in place, underwater.
Explore →Piled revetments are one structure type within berth scour protection. Berth scour protection overview →
A fabric-formed concrete mattress is laid over the slope, woven to match the pile grid and placed by divers beneath the deck, then pump-filled in tremie fashion.
Because it goes in empty and is filled in place, the protection can be installed in the restricted headroom under a piled jetty without heavy marine plant.
Access is the first reason: getting graded rock under a piled deck in the required volumes is slow and often impractical. The second is material.
A mattress uses around 16× less material than the equivalent rock section. At Al Faw Grand Port, that saved 405,600 m³ of rock across the 120,000 m² berth.
No, it can be kept off the critical path. The mattress can be installed beneath a piled deck before, during or after deck construction, so the sequence is set by what suits the site rather than by the protection.
It needs no marine plant and no crane time, so it does not compete with piling or deck works for access. The slope can also be protected in sections and connected to the berth mattress later, which lets the work fit around the contractor’s programme.
Typically 220 mm in the wave zone and 150 mm for the submerged slope, set by the exposure at each level rather than a single blanket thickness.
The mattress is a sealed, continuous surface, so the slope is protected without relying on individual units staying stable.
Installation is by the contractor’s own divers, with Proserve engineers supporting on site. The form is woven to the pile layout with integral pile seals the diver clips to each pile.
Where the piles are irregular, bespoke cut-outs are fabricated from an as-built survey so the apron seals around every element.
Send us the deck layout, the slope and bed conditions and the vessels using the berth. The earlier we are in the design, the more we can keep the protection off your critical path.