
Working in collaboration with the wider project team, we delivered civil and structural engineering expertise for this exceptional scheme. Considering the proximity to the River Liffey, our structural solution effectively sealed the perimeter of the site to prevent the ingress of ground water as the basement excavation proceeded via a secant pile wall, with the piles extending into the underlying limestone bedrock. To restrain the top of the piled wall, anchor ties were used, uniquely using glass fibre instead of conventional steel rods. This innovative choice was made to prevent complications during future excavations beneath surrounding roads, where the ties extend. In addition, internal propping was deployed to stabilise the wall adjacent to neighbouring buildings, ensuring structural integrity throughout the excavation phase.

For the commercial floors, the design team opted for a post-tensioned concrete slab system, supported by a reinforced concrete frame. This proved to be the most value-focused solution, optimising slab depths and creating a more generous column grid spacing. The upper office floors utilise steel column and high-efficiency composite cellular beams around the perimeter of the setbacks, helping to preserve the internal column grid consistent with the floors below, ensuring architectural precision.
Integrating the residential tower above the office floorplate introduced a series of complex challenges. To overcome these, the team developed a shared core between the tower and the offices below, providing essential stability. Complementing this, a steel frame structure transfers vertical loads from the tower directly into the core. The solution ensures the integrity of the office floorplates, and the basement car park beneath remain uncompromised.