Wing wall stabilisation in softened clay soil
Softened clay soils beneath a wing wall caused movement and loss of support, threatening structural stability and long‑term performance.
WCML Shugborough tunnel – shaft and annulus void filling
Voids within the shaft and annulus at Shugborough Tunnel on the West Coast Main Line posed risks to structural integrity and rail safety.
Voids beneath busy train track successfully filled
Voids beneath a busy railway track threatened stability and safety, requiring urgent remediation without disrupting train services or excavating the ...
Void filling – Colt Cragg reservoir
Subsurface voids beneath infrastructure at Colt Cragg Reservoir posed risks to stability and long‑term asset performance in a sensitive water ...
Void filling – Bermondsey Dive
Significant voiding developed beneath a dive site in Bermondsey, threatening ground stability and structural safety in a constrained urban ...
Vibration control and reduction on rocking slabs
Rocking concrete slabs caused vibration, operational disruption and safety concerns, requiring stabilisation without removing or replacing the ...
Road stabilisation – Southampton docks approach
Ground instability and settlement affected the docks approach road, requiring stabilisation to maintain safe heavy vehicle access without disrupting ...
Special infrastructure works - Scotland
Critical infrastructure required ground stabilisation in constrained conditions, demanding a precise solution that minimised disruption to operations ...
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 ...
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 ...
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 ...
