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Ground classification and site amplification

Connect geotechnical evidence, ground classification and spectral demand.

Module 3: Ground conditions and site effectsLesson 6/2018 min
Expert/source verification requiredEdition-dependent or normative details must be confirmed against the adopted standard and National Annex before project use.
Ground classificationSite amplificationGeotechnical investigationEN 1997 relationship

Learning objectives

In this lesson

  • Ground classification must be evidence-based.
  • Site effects change period-dependent demand.

Engineering explanation

Soil stiffness, stratigraphy and depth can alter amplification and frequency content. Ground classification is therefore a model input linking field investigation to structural demand, not an administrative label. For the same reference hazard, a stiff site and a deeper softer deposit can produce different spectrum shapes around a building period. A valid comparison uses verified profiles and applicable spectrum rules, not a generic multiplier. EN 1997 investigation evidence and EN 1998 seismic inputs must be coordinated.

Key takeaways

What to carry forward

  • Ground classification must be evidence-based.
  • Site effects change period-dependent demand.
  • Coordinate geotechnical and structural inputs.
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