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Ref 403 Beverley Sewage Treatment Works UK Working Platform TValue

Ref 403 Beverley Sewage Treatment Works UK Working Platform TValue
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Ref 403 Beverley Sewage Treatment Works UK Working Platform TValue - 1

Three new settlement tanks were supported by driven precast piles, installed through very weak clays and founded in the underlying chalk bedrock. Reaping the benefits Analysis of the full benefits of stabilising geogrid in aggregate, using Tensar’s T-Value Method, meant a large working platform could be 350mm thinner, reducing construction time, costs and environmental impact. CLIENT’S CHALLENGE A 6,000m2 temporary piling platform over very weak ground was needed to build three settlement tanks at Beverley Sewage Treatment Works. The original design called for a 1.25m thick platform incorporating a reinforcement geogrid, requiring large volumes of imported aggregate and excavation and removal of existing soils. TENSAR SOLUTION Tensar used its T-Value Method to analyse the full benefits of the stabilising geogrid, rather than a reinforcement solution. This showed that a 350mm thinner platform could be built, with no impact on bearing capacity and load transfer efficiency. This helped cut construction time and costs by nearly a third, and reduced the platform’s carbon footprint by 40%. Beverley Sewage Treatment Works Temporary working platform Beverley, UK BENEFITS thinner working platform cut in construction time and costs reduction in the platform’s carbon footprint

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Ref 403 Beverley Sewage Treatment Works UK Working Platform TValue - 2

The exisiting ground was exceptionally low strength as shown from the onsite photos. PROJECT BACKGROUND The Beverley Sewage Treatment Works has been in operation since 1893. In 2017, Yorkshire Water announced a £25m project to completely rebuild and modernise the works, bringing them into the 21st century. Plans included construction of three new Final Settlement Tanks. Ground conditions on site were challenging, with Made Ground and thick deposits of very weak clay and organic material, with undrained shear strengths ranging from less than 5KPa to 10KPa. This meant the 20m diameter tanks...

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