Comparison and back calculation of penetration resistance from suction anchor installation in soft to stiff clay at the Njord and Visund fields in the North Sea

Offshore Site Investigation and Foundation Behaviour "New Frontiers" - Proceedings of an International Conference, OSIFB 1998

Volumn , Issue , 1998, Pages 325-350

  Solhjell, E ^a   Sparrevik, P ^a   Haldorsen, K ^b   Karlsen, V ^b  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

^b STATOIL   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORS; OFFSHORE OIL WELL PRODUCTION;

BACK CALCULATION; COMPUTER DISPLAY; DATA ACQUISITION SYSTEM; GEOTECHNICAL DESIGNS; PENETRATION RESISTANCES; REAL-TIME INFORMATION; STIFF CLAYS; SUCTION ANCHORS;

DATA ACQUISITION;

EID: 84862037104     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. Skempton, A. W. (1951) The Bearing Capacity of Clays Building Research Congress 1951, Division 1, pp. 180-189.
2. Norwegian Geotechnical Institute, NGI (1996) Visund - FPU. Anchor Design. Geotechnical analyses. NGI Report no. 960523-1, 5 December 1996
3. ABB (1996) Njord Suction Anchors ABB OT Project no. 7156, Revision 2, November 1996