As part of our commitment to the environment and sustainability, we’ve planted 600 tree saplings at our premises.
In conjunction with the Woodland Trust’s MOREwoods scheme, these trees cover 0.5 hectares of land and will create new habitats for wildlife. We’re very excited to watch this diverse woodland grow.
- Surveys are underway to collect data which will inform engineering plans for the East Coast Cluster CO2 transportation and storage network.
- The jack-up vessel will be located off the coast of Redcar, having already conducted surveys off the Humberside coast.
- The work is a vital milestone in transforming Teesside into world class low carbon hub.
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The combination of our lubricating module and CPT rams proved invaluable on a basement car park investigation in central London in October.
We were working for Geotechnical and Environmental Associates (GEA) and carried out a single CPT to 26m, using our lubrication module to help the cone penetrate the underlying London Clay. The team then carried out six pressuremeter tests to 20m the following day.
“The basement rams can be transported on the back of a pick-up, which enabled us to carry out testing in the low headroom car park,” said Lankelma Technical Manager Joe Hobbs, “but it was the lubricating module that really came into its own on this job.”
The lubricating module uses water to form a lubricating layer to reduce the friction between the rods and the ground. The system has proved particularly effective in London Clay, where it has enabled testing to depths of more than 40m. The design of the module means the water is distributed behind the cone and therefore has no effect on cone readings or CPT data quality.
“Typically, maximum penetration depth would be between 18-20m, with a push force of 18t, but using the lubricating module we have reached depths of 30m with just 5t of push force,” Joe said.
Matthew Penfold at GEA added: “The preliminary outputs from the CPTs were extremely useful in providing an indication of the likely depth of the base of the London Clay and the nature of the underlying Lambeth Group, which were used to help guide our subsequent intrusive works.
“Ground conditions were confirmed in a nearby cable percussion borehole, with the base of the London Clay at about 20m and the transition in the Lambeth Group, from upper clay-dominated units into very dense sand, closely matching the observed changes in cone resistance.”