Subsidence Repair for Harrow Council – Saving £500k through a new approach to subsidence repair A block of flats with 12 units, owned and managed by Harrow Council, had suffered from structural movement due to the clay shrinking beneath the foundations. This resulted in cracks in the brickwork, internal walls and ceilings meaning it would […]

Case Study: Permeation Grouting for Flood Defence Scheme in Otley Project Overview Location: Otley, West Yorkshire Project: Flood Defence Scheme Client: Bam Nuttall Objective: To explore the incorporation of permeation grouting to effectively seal a 6m gap in the sheet piles, avoiding excavation and reducing risks to a historic bridge. Background The flood defence structure […]

Tunstall Reservoir Void Fill Case Study Project Overview The client had a requirement at Tunstall Reservoir to fill a disused adit tunnel to prevent potential structural issues and ensure the long-term stability of the reservoir infrastructure. Geobear was commissioned to design a geopolymer injection solution to fill the difficult to access void. Project Scope and […]

Tynybryn Bridge is one of the first Active Travel Bridges in South Wales to use a light-weight fibre reinforced polymer (FRP) deck solution with a localised ground improvement system of injected geopolymers to improve the ground bearing. Using Geobear geopolymer injection as a pre-construction activity rather than a post-remedial solution has not been used like […]

Bookham Road Underbridge Wingwall Stabilisation Project Project Overview Client: Dyer & Butler Location: Bookham Road Underbridge, Surrey Challenge A bridge wingwall in Bookham, Surrey had experienced movement and the client needed a fast non-disruptive solution to stabilise the asset. The site comprises a single-span underbridge (Bookham Road under rail) and is located immediately to the […]

Treatment of Suspected Softened Clays Below SW Wing Wall Project Overview The project involves the stabilisation of a bridge abutment wingwall and the treatment of suspected softened clays below the SW wing wall at the Boots Enterprise Zone in Nottingham. This intervention was necessary to ensure the structural integrity and longevity of the infrastructure. Scope […]