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Last edited 15 May 2019
Moorfields building sets UK pile-loading record
A complex steel frame
|Test pile operations taking place on site|
The proposed 16-storey (60,000 sqm) future London HQ for Deutsche Bank will clear span up to 55m over Moorgate underground station, which includes the Circle and Metropolitan Line, City Thameslink sidings and the new western ticket hall to Liverpool Street Elizabeth Line station, to avoid disruption to the stations during construction.
|Piling through the site's geology|
The key to unlocking the development lay in the foundation solution: the entire building is supported on only 15 new mega-piles of 1.8m–2.4m diameter that extend down to the Thanet Sand, more than 50m below the station.
The unfactored load carried by individual piles will be greater than 55MN, more than any other single pile in the UK, and equivalent to the typical load seen in columns of a 30-40-storey tower. To justify such an advanced foundation design, a pile test was crucial to confirm its performance under such large loads.
The roof of Moorgate station had insufficient capacity to support the major plant loads required to install the piles - a 140-tonne piling rig, 140-tonne crawler crane and ten wet 90-tonne bentonite tanks.
Robert Bird Group’s (RBG) construction engineering team developed the temporary works strategy to enable piling operations to be undertaken above the station roof using a steel grillage to transfer the plant loads to the existing station columns and their foundations. The grillage was designed for easy assembly and removal, and to optimise the programme and minimise environmental impacts on the surrounding neighbourhood.
RBG, Cementation Skanska, Mace and Geotechnical Consulting Group worked closely together throughout the development of the pile design and construction methodologies. This included the design of the pile test which used a bespoke 200 tonne, 6m-tall steel reaction frame to load a 1.2m diameter, 55m-long sacrificial pile to up to 50.5MN. The test pile included full-length instrumentation that allowed the team to determine how the load is shed along its shaft at various depths and at its base.
|The pile test truss|
The reaction frame was jacked against four of the permanent piles that were also fully instrumented. The jacks were individually controlled by ALE, the jacking specialist, throughout the 72-hour test with RBG on site to monitor the response of the reaction frame.
The test was completed with the pile head having settled by only 73mm under the maximum load, a load 25% greater than the failure load predicted using the conventional theory of deep piles in London. It also outperformed the settlements which were predicted to be more than 300mm. This result not only validated the pile design for the project but will also provide the industry with highly valuable information on the behaviour of very highly-loaded deep piles in Central London.
Related articles on Designing Buildings Wiki
- Bearing capacity.
- Bored piles.
- Driven piles.
- End-bearing piles.
- Geophysical survey.
- Ground conditions.
- How deep should foundations be?
- Insitu testing of soils.
- Pile foundations.
- Pile integrity test.
- Piling equipment.
- Soil survey.
- Structural engineer.
- Tension piles.
- Testing construction materials.
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