Experimental study on vertical–lateral coupling pipe–soil interaction characteristics and speed amplification effect of marine pipelines

Author:

Yuchao Yuan12ORCID,Ziqiang Li12,Wenyong Tang12,Hongxiang Xue12

Affiliation:

1. State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai, People’s Republic of China

2. Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai, People’s Republic of China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Reference22 articles.

1. Seafloor-Riser Interaction Model

2. Bruton D, White D, Cheuk C, Bolton M, Carr M. 2006. Pipe/soil interaction behavior during lateral buckling, including large-amplitude cyclic displacement tests by the Safebuck JIP. Proceedings of Offshore Technology Conference; Houston, Texas, USA.

3. DNV. 2021. DNV-RP-F109 On-bottom stability design of submarine pipelines.

4. Giertsen E, Verley R, Schroder K. 2004. CARISIMA: A catenary riser/soil interaction model for global riser analysis. Proceedings of ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering; Vancouver, British Columbia, Canada.

5. Influences of pipe–soil interaction on dynamic behaviour of deepwater S-lay pipeline under random sea states

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