Random Field Modeling of CPT Data

  title={Random Field Modeling of CPT Data},
  author={G. Fenton},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  • G. Fenton
  • Published 2000
  • Mathematics
  • Journal of Geotechnical and Geoenvironmental Engineering
An extensive set of cone penetration tests (CPT) soundings are analyzed statistically to produce an \Ia priori\N 1D stochastic soil model for use at other similar sites. The data were collected by the Norwegian Geotechnical Institute at the site of a new airport just north of Oslo, Norway, and consists of 143 CPT soundings over an area of about 18 km² in a reasonably homogeneous soil mass. The CPT data consist of cone tip resistance, side friction, and pore-water pressure measurements. Only the… Expand
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