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Geotechnical and structural interaction

Piles, settlement or tilt differ from the design assumptions

We combine survey and geotechnical evidence with the real stiffness of foundations and superstructure to assess load redistribution and future behaviour.

Assessment scope

  • pile position, length, integrity and test evidence;
  • measured total and differential settlement;
  • soil model, groundwater and excavation influence;
  • raft and superstructure stiffness;
  • construction stage and neighbouring structures.

Possible responses

Monitoring and observational criteria, revised foundation model, load redistribution, additional piles, underpinning, local strengthening or an agreed construction sequence.