/ Projects

Western Sydney Airport – Station Boxes & Tunnels .

Contact grouting, concrete surface repairs, structural crack injection and polyurethane injection to treat groundwater ingress in segmentally and cast in-situ lined tunnels, station boxes and shafts.

Overview.

Client
CPB Contractors & Ghella JV
Status
Current
Scope
Contact grouting, concrete surface repairs, structural crack injection and polyurethane injection to treat groundwater ingress in segmentally and cast in-situ lined tunnels, station boxes and shafts.

Project details.

Background

The Sydney Metro – Western Sydney Airport Station Boxes and Tunnelling Works (WSA-SBT) project was delivered by the CPB Contractors Ghella Joint Venture (CPBGJV). This major infrastructure package involved the construction of twin 9.8-kilometre tunnels, the bulk excavation of station boxes at St Marys, Orchard Hills, Airport Terminal Station, and Aerotropolis Station, as well as the excavation of service facility shafts at Bringelly and Claremont Meadows.

CPBGJV’s scope focused on excavation and initial structural support, including:

  • Station boxes supported by ground anchors and shotcrete,
  • Segmentally lined running tunnels using precast concrete segments, and
  • Cast in-situ cross passages and crossover stub tunnels.

Several critical structural interfaces were identified as being susceptible to groundwater ingress. These included gasket joints between tunnel segments and waterproofing terminations where precast tunnels met in-situ structures such as cross passages. Minor damage to precast segments—particularly at segment edges and around erector cone pockets—was also observed during TBM operations.

Scope of Work

Direct Inject was engaged as the primary contractor for specialised concrete remediation and water stopping injection works across the entire project. Our services encompassed repairs within the segmentally lined tunnels and injection works at key locations, including cast in-situ cross passages, stationboxes, shafts, dive structures and waterproofing terminations at tunnel portals.

We continue to support this valued client during the Defects Liability Period (DLP), addressing isolated items as required to ensure long-term structural performance and watertightness.

Site Conditions

Our works were delivered alongside live construction activities, including active TBM operations, tunnel segment logistics, invert slab pours, and shaft and station box lining works. Direct Inject coordinated closely with the client to align our deployment across multiple work fronts with the evolving construction schedule, ensuring minimal disruption and seamless integration with other critical activities

Solution.

Defect Repairs - Tunnels
Defect repairs throughout the entire 18km of sgementaly lined tunnels. Repairs included patching of damaged segment erector cones, chipped segment edges, wet and dry crack injection and polyurethane injection of segment gaskets to stop ground water ingress.
Waterproofing preperation - Cross Passages
Reinstatement of segments damaged during the breakout and excavation of cross passages involved several key steps. These included the removal of shotcrete overspray from the primary lining construction, concrete surface repairs to replace chipped edges, and polyurethane injection through segment gaskets adjacent to the cross passage opening. These preparation works were essential to provide a smooth surface and facilitate a high-quality compression waterproofing termination of a sheet membrane to the segment edge.
Water stopping - Cross Passages
Polyurethane injection was applied to the joints between the pre-cast segments and the cast-in-situ collar, which were the primary weak points for groundwater ingress. Additional injection works were carried out around the perimeter of cast-in earthing canisters within the cross passage base slab and through re-injectable grout tubes cast into the lining. This process often required multiple rounds of treatment to stop leaks and dry up damp patches, ensuring compliance with the project's stringent inflow criteria.
Structural Crack Repair - Stub Tunnels
Structural cracking of the cast in-situ lining within the stub tunnels at Aerotropolis and St Marys station boxes. Cracks were chased out using a grinder and covered with Mexapoxy P1. Injection packers were then installed to intersect the cracks and injected with BlueRez III epoxy resin.
Contact Grouting - Cross Passages
Contact grouting was carried out in the cross-passage crown to fill voids between the sheet waterproofing system and the permanent structure. This process enhances structural stability by ensuring proper load transfer and reinforcing the interface between the surrounding rock, primary shotcrete lining and the permanent structure to prevent settlement or movement.
/ Our services

Comprehensive engineering support, workforce solutions, specialised equipment and material supply.