Assessment of Offshore Platforms Under Subsidence—Part I: Approach

[+] Author and Article Information
Joseph M. Gebara

Aker Engineering Inc., Houston, TX 77079

Dan Dolan

Bechtel Offshore, San Fransisco, CA 94142

Stuart Pawsey

Digital Structures, Berkeley, CA 94704

Philippe Jeanjean

BP Amoco Corporation, Houston, TX 77079

Knut Dahl-Stamnes

BP Amoco Norge AS, Stavanger, Norway

J. Offshore Mech. Arct. Eng 122(4), 260-266 (Apr 21, 2000) (7 pages) doi:10.1115/1.1313530 History: Received October 01, 1998; Revised April 21, 2000
Copyright © 2000 by ASME
Your Session has timed out. Please sign back in to continue.



Grahic Jump Location
Valhall field—phase A
Grahic Jump Location
Valhall Platform C analysis model
Grahic Jump Location
Soil profile at Valhall PCP platform; average pile penetration is 43 m
Grahic Jump Location
Comparison of friction profiles according to several design methods
Grahic Jump Location
Comparison of tension capacity
Grahic Jump Location
Main steps to a shutdown and evacuation procedure




Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In