Guidelines for Pipeline On-Bottom Stability on Liquefied Noncohesive Seabeds

Author:

Damgaard J. S.12345,Sumer B. M.12345,Teh T. C.12345,Palmer A. C.12345,Foray P.12345,Osorio D.12345

Affiliation:

1. HR Wallingford Ltd., U.K.; presently, WorleyParsons, P.O. Box 44169, Abu Dhabi, U.A.E. (corresponding author).

2. Technical Univ. of Denmark, MEK, Coastal, Maritime and Structural Engineering Section (formerly ISVA), Building 403, DK-2800 Lyngby, Denmark.

3. INTEC Asia Pacific, Changkat Raja Chulan, 50200 Kuala Lumpur, Malaysia.

4. Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

5. INPG-UJF-CNRS, BP 53, 38041 Grenoble Cedex 9, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference37 articles.

1. American Petroleum Institute (API). (1998). “Design construction operation and maintenance of offshore hydrocarbon pipelines.” API RP1111.

2. ASCE preliminary research on pipeline flotation: Report of the Pipeline Flotation Research Council;ASCE Pipeline Flotation Research Council;J. Pipeline Div., Am. Soc. Civ. Eng.,1966

3. General Theory of Three‐Dimensional Consolidation

4. British Standards Institute (BSI). (1993). “Code of practice for pipelines—Part 3. Pipelines subsea: Design construction and installation.” BS8010 London.

5. Christian J. T. Taylor P. K. Yen J. K. C. and Erali D. R. (1974). “Large diameter underwater pipeline for nuclear plant designed against soil liquefaction.” Proc. Offshore Technology Conf. OTC 2094 Houston 597–606.

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