Sammendrag
Five different cone penetrometers from different manufacturers have been used in
comparative testing program at the Norwegian GeoTest site (NGTS) on silt in Halden, Norway.
The influence of cone type on the standard CPTU parameters is quantified. The corrected cone
resistance shows approximately the same level of scatter as the penetration pore pressure, but far
less scatter compared to the sleeve friction. Most of the tests show good repeatability within each
series of tests. For the derived parameters of normalized friction ratio (Fr) and pore pressure
parameter (Bq), the scatter is seen to be larger than the measured parameters which is expected
from combining several parameters with scatter. The pore pressure parameter shows less scatter
than the normalized friction ratio. An attempt has been made to understand the reasons for the
large variations on the friction measurements and recommendations for future CPTU testing on
silt are given.
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