Renovation of quay walls
Quay walls deteriorate where they cannot be seen. We survey the submerged section, quantify the damage and carry out repairs so the structure can continue to carry its design load without taking the berth out of service longer than necessary.
Working area
NL · BE
Dive system
Surface-supplied
Reporting
Video + written
Availability
24/7
In detail
A quay wall almost never fails where you can see it. Chloride attack, wash-out behind the panels, corroding sheet piling and loss of material at the toe all develop in the two or three metres below water level that nobody inspects between maintenance cycles. Renovation therefore starts as a measurement exercise: we establish what the wall looks like today, in numbers, before anyone talks about repair budgets.
The survey is graded per section: visual and tactile inspection, ultrasonic wall-thickness readings on steel, crack and spalling mapping on concrete, probing for voids behind the wall and a bed-level check at the toe. Everything is tied to chainage, so a section that measured 9,2 mm this year can be compared with the same section three years from now. That history is what turns a repair into a planned investment instead of an emergency.
Repairs are executed to the agreed specification and phased around terminal operations: high-pressure cleaning, reinforcement treatment, underwater formwork and grout or underwater concrete, anode replacement, and injection of the fill behind the wall where wash-out has created voids. We work section by section with agreed movement windows, so in most cases only part of the berth is out of service at any time and the client keeps trading.
What you receive
- Sectioned condition survey with chainage references
- Ultrasonic thickness readings and remaining-life indication
- Damage map with photos and video per defect
- Repair specification, quantities and phasing proposal
- Post-repair verification survey after curing
Typical civil applications
- Underwater concrete repair
- Sheet pile thickness measurement
- Anode and cathodic protection work
- Grouting behind wall panels
- Void and scour detection at the toe
Structures involved
- Concrete quay walls
- Steel sheet pile walls
- Combi-walls
- Relieving platforms
- Fender and bollard fixings
Working method
We start with a graded inspection: visual and tactile survey, thickness readings and photo or video capture per section. Repairs follow the agreed specification — cleaning, reinforcement treatment, formwork and underwater concrete or grout — and are verified after curing.
Equipment and techniques
- High-pressure water jetting
- Ultrasonic thickness gauges
- Underwater formwork and grout pumps
- Video inspection systems
Safety considerations
- Exclusion zone around the berth
- Coordination with vessel and crane movements
- Control of jetting reaction forces
- Confined-space assessment behind panels
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