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Non-Destructive (ND) Building Investigation using GPR

Ground Penetrating Radar (GPR) offers a cost-effective non-destructive (ND) method of building inspection and investigation. Non-destructive techniques generally prove cost effective because they are non-intrusive and do not require the repair of the building fabric and decorative finishes. GPR can be used to determine construction detail when no as built drawings are available (or to confirm that drawings that are available are correct) and assessing the feasibility of proposed building works. Ground Penetrating Radar is silent, does not emit any harmful radiation or fumes and causes minimum disruption in occupied buildings. This makes it particularly useful for use in historic/listed buildings or where fine decorative finishes are present, where the use of more conventional techniques would result in extensive and unnecessary damage.

In building investigation, GPR can be used for:

  • Thickness measurement of members such as floor slabs and walls
  • Basement and floor slab construction
  • Size and orientation of structural members
  • Location of metallic components such as fixings, clamps and dowels
  • Rebar mapping of reinforced concrete
  • Flue and conduit location
  • Location and extent of voiding
  • Foundation location

Sandberg also offer building inspection and investigation services using more traditional methods, fully supported by Sandberg's comprehensive laboratory services. Consultancy services are also available. Sandberg offer a true "one stop shop" for all building investigation and inspection services.

For further information contact: Rom Gostomski, Associate
Direct Tel: 020 7565 7054
Email: This e-mail address is being protected from spambots. You need JavaScript enabled to view it

 

Ground Penetrating used for building inspection and investigation surveys

Ground Penetrating Radar has many uses in building inspection and investigation surveys.
Top inset: GPR scanning of reinforced concrete beam.
Bottom inset: GPR radargram showing irregular distribution of near and far face beam reinforcement.