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Geotechnical categories

Not every task calls for the same investigation. A simple, small building on known, good ground needs different treatment from a complex structure in difficult ground conditions.

Eurocode 7 handles this with categories: the category determines what depth of investigation, which tests and which design procedure are required.

  • the size and significance of the works,
  • the complexity and how well known the ground conditions are,
  • the groundwater situation,
  • the environmental risk: neighbouring buildings, services, slopes,
  • the sensitivity of the structure to movement.

Known ground conditions, a simple structure, low risk: less investigation, use of empirical relationships, simpler verification.

Detailed investigation, laboratory testing, verification by calculation, and sometimes the observational method during construction.

Bespoke testing, expert involvement, monitoring during construction.

Low load does not automatically mean a lower category

Section titled “Low load does not automatically mean a lower category”

The category follows from the whole situation: on poor ground a light building can also be a complex task, especially on a slope or with a high water table.

Where the anchorage bears on the ground — with ground screws, say — the tension is a geotechnical question. Load testing and verification.

An accurately manufactured, stiff structure is more sensitive to differential settlement. That is a consideration in the classification too.

The geotechnical engineer, from the ground investigation report, in discussion with the structural engineer. This is not an administrative classification: it determines how much investigation is needed and what it costs.

The geotechnical category says how much we have to know about the ground. The more uncertain the situation, the more — and that is always cheaper than fixing it afterwards.