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Title: Installation of the Troll Phase I gravity base platform

Abstract

The Troll Phase 1 concrete Gravity Base Platform is located in 303 m of water in the Norwegian Trench some 80 kilometers northwest of Bergen. The platform will be a major gas supplier to the European market far into the next century. This paper describes the major aspects in the design, preparation and performance of the platform installation operation. The extreme height of the structure was a challenge for design and performance of the marine operations, particularly when passing a shallow area with minimum depth of 237m. The foundation soils at the Troll Field required skirt piles to recordbreaking 36 m depth in order to sustain the extreme North Sea weather conditions. The potential of intolerable horizontal soil pressure on the skirt walls from large soil displacements during penetration was the dominating aspects of the skirt penetration. Extensive engineering supplemented with model testing and planning were conducted in the development of systems and procedures for monitoring and manipulation of acting loads on the skirt walls. The success of the design, planning and performance of the operation is documented through comparison between observed and predicted performance of main operation parameters.

Authors:
; ;
Publication Date:
OSTI Identifier:
423151
Report Number(s):
CONF-960525-
TRN: IM9707%%458
Resource Type:
Conference
Resource Relation:
Conference: 28. offshore technology conference, Houston, TX (United States), 6-9 May 1996; Other Information: PBD: 1996; Related Information: Is Part Of 28. annual offshore technology conference: Proceedings. Volume 3: Construction and installation; PB: 373 p.
Country of Publication:
United States
Language:
English
Subject:
42 ENGINEERING NOT INCLUDED IN OTHER CATEGORIES; 03 NATURAL GAS; NORWAY; OFFSHORE PLATFORMS; NORTH SEA; INSTALLATION; NATURAL GAS FIELDS; SOIL MECHANICS; DESIGN; SITE CHARACTERIZATION; FOUNDATIONS

Citation Formats

Andenaes, E, Skomedal, E, and Lindseth, S. Installation of the Troll Phase I gravity base platform. United States: N. p., 1996. Web.
Andenaes, E, Skomedal, E, & Lindseth, S. Installation of the Troll Phase I gravity base platform. United States.
Andenaes, E, Skomedal, E, and Lindseth, S. 1996. "Installation of the Troll Phase I gravity base platform". United States.
@article{osti_423151,
title = {Installation of the Troll Phase I gravity base platform},
author = {Andenaes, E and Skomedal, E and Lindseth, S},
abstractNote = {The Troll Phase 1 concrete Gravity Base Platform is located in 303 m of water in the Norwegian Trench some 80 kilometers northwest of Bergen. The platform will be a major gas supplier to the European market far into the next century. This paper describes the major aspects in the design, preparation and performance of the platform installation operation. The extreme height of the structure was a challenge for design and performance of the marine operations, particularly when passing a shallow area with minimum depth of 237m. The foundation soils at the Troll Field required skirt piles to recordbreaking 36 m depth in order to sustain the extreme North Sea weather conditions. The potential of intolerable horizontal soil pressure on the skirt walls from large soil displacements during penetration was the dominating aspects of the skirt penetration. Extensive engineering supplemented with model testing and planning were conducted in the development of systems and procedures for monitoring and manipulation of acting loads on the skirt walls. The success of the design, planning and performance of the operation is documented through comparison between observed and predicted performance of main operation parameters.},
doi = {},
url = {https://www.osti.gov/biblio/423151}, journal = {},
number = ,
volume = ,
place = {United States},
year = {Tue Dec 31 00:00:00 EST 1996},
month = {Tue Dec 31 00:00:00 EST 1996}
}

Conference:
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