/ Projects

Sydney Metro West – WTP Project Wide .

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

Overview.

Client
Gamuda & Laing O'Rourke 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 and station boxes.

Project details.

Background

The Western Tunnelling Package (WTP) forms a significant part of the Sydney Metro West project and is being delivered by the Gamuda Laing O’Rourke Consortium (GLC). This package comprises the construction of twin 9-kilometre tunnels stretching from Sydney Olympic Park to Westmead. It also includes major excavation works for a service and crossover facility at Rouse Hill, tunnel portal and dive structures at Clyde, and large-scale station box excavations at Parramatta and Westmead.

GLC’s scope involves bulk excavation and primary support works across various underground structures, including station boxes supported by diaphragm walls, precast segmentally lined running tunnels, and cross passages formed using cast in-situ concrete.

Numerous structural interfaces across these works are prone to water ingress. These include construction joints between diaphragm wall panels in station boxes, segment gaskets in the running tunnels, and the waterproofing transitions between precast tunnels and in-situ cross passages. Additionally, precast tunnel segments are often damaged during TBM installation, particularly at edges and around segment erector cones formed for vacuum lifting which require repair.

Scope of Work

Direct Inject has been appointed to deliver specialised remediation and leak-sealing services within the precast tunnels and associated underground structures. This includes repairing spalled or damaged segment edges and lifting pockets, injecting cracks within the internal segment face, and applying polyurethane resins to seal leaks originating from gasket joints, D-wall panels and voids in the annular grout.

We are also addressing persistent seepage at construction joints within cross passages and at their interfaces with the running tunnels. Our work involves the strategic use of polyurethane and acrylic gel injection to restore watertightness and enhance the durability of these high-risk structural zones.

Site Conditions

Our operations are being carried out concurrently with and following TBM excavation works, often in restricted environments with active logistics and material handling underway. Direct Inject continues to provide critical support to GLC, helping to ensure sections of the project progress toward completion through the delivery of precise, reliable, and efficient remediation services.

Solution.

D-Wall Injection - Sydney Olympic Park
Polyurethane injection of D-wall panel joints prior to the construction of cast in-situ waler beams.
Defect Repairs - Tunnels
Defect repairs throughout 9km of segmentally 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
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.
Concrete remediation
Section re-building in cast in-situ cross passage linings.
/ Our services

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