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Tunnel Waterproofing at Neuer Kaiser Wilhelm Tunnel – Cochem, Germany

Supplied project record for injection waterproofing in Cochem, Rhineland-Palatinate, Germany.

PROJECT ARCHIVE

Source: supplied project archive. The intervention and outcomes below are reported for this project. Supporting records can be discussed with Euras.

Tunnel Waterproofing at Neuer Kaiser Wilhelm Tunnel – Cochem, Germany

The challenge

Persistent Leakage in Historic Railway Tunnel

The Neuer Kaiser Wilhelm Tunnel—over 4.2 km long—is a critical railway corridor along the Moselle River, connecting the Cochem region to Germany’s wider transport network. Despite modern rehabilitation, sections of the tunnel developed persistent water ingress, especially:

  • Along construction joints in the invert and walls
  • At interfaces between old and new lining structures
  • In microcracks resulting from settlement and seasonal movement

The leaks caused:

  • Standing water on the track bed, risking safety and compliance issues
  • Increased maintenance costs and drainage pump operation
  • Degradation of concrete and corrosion of steel fixtures
  • Operational challenges due to the high-traffic nature of the tunnel

Standard cement grouting had limited success sealing dynamic, saturated cracks without impacting train service.

The solution

EURAS® Gel Type B – Flexible Waterproofing for Transport Tunnels

After thorough evaluation, EURAS® Gel Type B was specified due to its:

  • Self-penetrating hydroscopic action, displacing water in live leaks
  • Compatibility with wet and variable-thickness concrete linings
  • Elasticity to accommodate ongoing settlement and movement
  • High-pressure injection capability for deep crack sealing

Execution methodology

The project was performed in scheduled night closures to avoid disrupting rail traffic:

  1. Mapping and marking infiltration areas using moisture detection and borehole cameras
  2. Installation of injection packers along walls and invert joints
  3. High-pressure injection of EURAS Gel Type B up to 180 bar to saturate cracks and cavities
  4. Monitoring gel flow and back-pressure for confirmation of fill
  5. Final watertightness verification before reopening to traffic

Recorded outcome

  • Complete elimination of active leaks in all treated sections
  • No negative impact on tunnel operations or safety systems
  • Reduced long-term maintenance costs and drainage requirements
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