Page 3 - RuFUS Project Experience.cdr
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Godalming             London                Exeter
          01483 310600          020 3096 7567         01392 439905
          Harrogate             Bristol               Dublin
          01423 276000          0117 373 6140         (01) 554 6210





      Reusing Foundations




       Investigation strategies
       Brief description:
       CGL have worked with structural engineers, project managers
       and contractors on multiple projects to investigate and test
       existing foundations this has included the organising of:
        Ÿ  Establishment of historic design data
        Ÿ Coring of slab and pile construction to full depth to
          establish depth and concrete quality
        Ÿ Parallel seismic investigation of pile depths
        Ÿ Non destructive testing:
          ¡  Transient dynamic response                                                           Parallel seismic testing
          ¡  Linear polarization resistance
        Ÿ  3D LiDAR for void investigation

       Understanding the former engineering structure, liaising closely
       with structural engineering teams and organising the logistics
       of the best available techniques has played to CGL’s strengths
       over the years.








                                                                                Installing parallel seismic holes at Marylebone


       Reuse of pylon foundations

       Brief description:
       Working with main contractors such as Balfour Beatty and
       Babcock on the re-wiring of major routes resulted in different
       loading considerations from those the original foundations
       were designed to carry in the 1960's. Designers needs to
       check that the existing tower foundations can support these
       new loadings and confirm they are in good condition at the
       correct depth, and of the size shown on the original
       drawings. Services comprised:
        Ÿ  Combine geotechnical and NDT testing
        Ÿ  Non-destructive testing
           ¡  Transient dynamic response
                                                                                             NDT preparation below pylon
           ¡  Linear polarization resistance
        Ÿ  Interpretative reporting to design teams






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