Tunstall Reservoir, County Durham – void filling
Voids were identified beneath infrastructure at Tunstall Reservoir, posing risks to structural stability and long‑term asset performance in a ...
Rail ballast binding - targeted geopolymer injection
Loose railway ballast reduced track stability and increased maintenance requirements, creating a need to improve stiffness and load distribution ...
Rail transition zone ground improvement
Differential settlement and stiffness mismatches at the UBC4 rail transition caused recurring twist faults, yet Irish Rail needed a fast, ...
Road stabilisation – Southampton docks approach
Ground instability and settlement affected the docks approach road, requiring stabilisation to maintain safe heavy vehicle access without disrupting ...
Stabilisation of canal bank
Canal bank instability and erosion threatened structural integrity and surrounding infrastructure, requiring remediation without draining the canal ...
Stabilising cofferdam installation for United Utilities
Ground instability and water ingress threatened the performance and integrity of a cofferdam during installation, requiring rapid stabilisation to ...
Newham Hill bridge approach – ground improvement
Settlement and loss of support beneath the bridge approach created uneven levels and structural concerns, requiring stabilisation without major ...
Special infrastructure works - Scotland
Critical infrastructure required ground stabilisation in constrained conditions, demanding a precise solution that minimised disruption to operations ...
Nottingham EZ1 – void filling and stabilisation
Voids and weakened ground beneath the EZ1 development in Nottingham caused settlement risk, requiring rapid stabilisation without disruptive ...
Permeation grouting – flood defence scheme, Otley
Weak and permeable ground conditions threatened the integrity of a flood defence scheme, requiring ground strengthening and reduced permeability ...
Peterhead Port – settlement stabilisation
Settlement at operational port infrastructure in Peterhead threatened structural performance and required stabilisation without disrupting critical ...
Port of Hernesaari – internal erosion control
Internal erosion within port structures threatened long‑term stability and durability, requiring ground improvement and seepage control without ...
