Pile foundations
Pile foundations
When shallow foundations are not sufficient, piles transfer loads to a deeper, load-bearing layer. We design all common pile types — bored, driven, screw, displacement, grouted, micropiles or VHP piles — and find the right balance between capacity, settlement and constructability for your project.
When to use
- Soft or weak upper soil layers
- High concentrated loads (columns, shear walls)
- Industrial slabs with strict settlement limits
- Foundations below the water table
What we deliver
- Pile type selection and optimisation (bored, driven, screw, grout, micropile, VHP pile)
- Compressive and tensile capacity to Eurocode 7 and Buildwise DM 20
- Settlement calculations and horizontal loading
- Pile schedule and execution plan
Technical notes
- Based on CPT soundings (NBN EN ISO 22476-1)
- Negative skin friction, group effects and steel-concrete interaction (NBN EN 1994-1-1) included where relevant
- Coordinated with the structural stability design of the superstructure
- Reinforcement over the full pile length (NBN EN 1536) unless the absence of tension is demonstrated
Related services
Soldier pile wall (Berlin wall)
Vertical steel soldier piles with timber, concrete or steel lagging between them.
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Pile wall (secant or tangent)
Continuous row of bored concrete piles — secant (temporary water cut-off) or tangent (above the water table).
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Soil-mix wall (CSM panels or columns)
In-situ soil-cement wall built up from panels (CSM) or overlapping columns.
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