Liquefaction around Pipelines under Waves-Reference-Cited by-同舟云学术

Liquefaction around Pipelines under Waves

Published:2006-07 Issue:4 Volume:132 Page:266-275
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Sumer B. Mutlu¹²¹,Truelsen Christoffer¹²¹,Fredsøe Jørgen¹²¹

Affiliation:

1. Professor, MEK, Coastal, Maritime and Structural Engineering Section, Technical Univ. of Denmark, Building 403, 2800 Lyngby, Denmark.

2. Coastal Engineer, Marine and Foundation Engineering, COWI A/S, Parallelvej 2, DK-2800 Lyngby, Denmark; formerly, MEK, Coastal, Maritime and Structural Engineering Section, Technical Univ. of Denmark, Building 403, 2800 Lyngby, Denmark.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282006%29132%3A4%28266%29

Reference32 articles.

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2. General Theory of Three‐Dimensional Consolidation

3. 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.” Offshore Technology Conf. Houston OTC 2094 597–606.

4. Clukey E. C. Kulhawy F. H. and Liu P. L.-F. (1983). “Laboratory and field investigation of sediment interaction.” Geotechnical Engineering Rep. No. 83–9 Cornell Univ. Ithaca N.Y.

5. Response of Silts to Wave Loads: Experimental Study

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