/ Projects

Sydney Metro West – CTP PROJECT WIDE .

Concrete surface repairs, structural crack injection and polyurethane injection to treat groundwater ingress in segmentally and cast in-situ lined tunnels, station boxes and cross over caverns.

Overview.

Client
Acciona & Ferrovial JV
Status
Current
Scope
Concrete surface repairs, structural crack injection and polyurethane injection to treat groundwater ingress in segmentally and cast in-situ lined tunnels, station boxes and cross over caverns.

Project details.

Background

As part of the Sydney Metro West project, the Central Tunnelling Package (CTP) is being delivered by the Acciona Ferrovial Joint Venture (AFJV). This package involves the construction of twin 11-kilometre tunnels between The Bays and Sydney Olympic Park, along with the bulk excavation of five station boxes located at Sydney Olympic Park, North Strathfield, Burwood North, Five Dock, and The Bays.

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

  • Station boxes stabilised with ground anchors and shotcrete,
  • Running tunnels constructed with over 70,000 precast concrete segments, and
  • Cross passages and underground caverns lined with cast in-situ concrete.

Each of these structures presents critical interface points susceptible to groundwater ingress. These include leakage paths along ground anchors in station boxes, gasket joints between tunnel segments, and waterproofing terminations at junctions between precast tunnels and in-situ cross passages and caverns. Additionally, precast tunnel segments are often damaged during TBM installation, particularly at edges and around segment erector cones formed for vacuum lifting.

Scope of Work

Direct Inject has been engaged to perform specialist concrete remediation within station boxes and across the segmentally lined tunnels. Our scope includes repairing spalling and damage around segment edges and erector cones, structural crack injection within the segment intrados, and polyurethane injection to seal leaks originating from ground anchors, gasket joints, and voids within the tunnel annulus grout.

We are also treating active seepage at construction joints within cross passages and at interface zones where cross passages and caverns connect with the main running tunnels. These repairs utilise a combination of polyurethane and acrylic gel injection techniques to ensure long-term structural durability and watertightness.

Site Conditions

Our work is taking place during and following TBM operations, often within confined and logistically complex environments, including live transport of tunnel segments and equipment. Direct Inject continues to play an essential role in supporting AFJV in the delivery of this critical infrastructure, contributing to the practical completion of key project milestones through timely, targeted remediation solutions

Solution.

Water Stopping - The Bays
Polyurethane injection was used to prevent groundwater ingress from the exposed ground anchor heads through the station box walls. This process required intensive surveillance of adjacent installations to monitor connectivity through the ground and behind the shotcrete lining. Injection works were adjusted in real-time based on observed conditions to prevent product loss and avoid shotcrete cracking.
Water Stopping - Five Dock
Polyurethane injection was applied through the shotcrete lining to prevent groundwater ingress in the crossover cavern crown. These injections were necessary to slow the inflow and prevent pressure buildup behind the sheet waterproof membrane before the completion of the cast-in-situ lining.
Defect Repairs - Tunnels
Defect repairs throughout the entire 11km 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.
Water stopping - Cross Passages
To address groundwater ingress, polyurethane injections were performed at the joints between the pre-cast segments and the cast-in-situ collar, identified as the main weak points. Further injection work was conducted around the perimeter of cast-in earthing canisters within the cross passage base slab and through re-injectable grout tubes embedded in the lining. This often necessitated multiple treatment rounds to effectively seal leaks and eliminate damp patches, meeting the project's strict inflow standards.
/ Our services

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