Corrugated steel underpass structure with mechanically stabilised earth (MSE) retaining walls in Poland
The challenge
Construction of a new section of roadway connecting Kunickiego Street with Wrotkowska Street in Lublin, Poland, including a grade-separated railway crossing, required a railway underpass structure.
To deliver the project within the designated timeframe and budget, the contractor conducted an analysis of available technical solutions, considering various technological alternatives.
The solution
As part of the overall roadway infrastructure investment, a railway underpass was constructed using a corrugated steel structure, along with mechanically stabilised earth (MSE) retaining walls using the ViaBlock Type 2 system.
The steel structure was directly founded on reinforced concrete footings. Technical walkways were provided on both sides of the track. The steel components were hot-dip galvanized in accordance with PN-EN ISO 1461 and subsequently coated with an epoxy-polyurethane paint system with a total coating thickness of 150 µm. In areas lacking sufficient space for ground reinforcement, reinforced concrete walls were used and clad with concrete blocks to ensure visual consistency. The blocks feature a split-face texture, removing the need for additional surface treatment. They were installed using the dry-stacking method (without mortar), which significantly accelerated assembly.
Backfilling was carried out symmetrically on both sides of the tunnel, while continuously monitoring the geometry of the structure.
The ViaCon advantage
ViaCon’s ViaBlock retaining wall system technology offered many advantages, including:
Technical specifications
Key technical specifications of the tunnel include:
