Analytical solutions for lateral global buckling of deep-sea pipelines based on multi-stage soil resistance model-Reference-Cited by-同舟云学术

Analytical solutions for lateral global buckling of deep-sea pipelines based on multi-stage soil resistance model

Published:2021-08-02 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Cao Yang¹,Liu Wenbin²³,Sun Lin⁴

Affiliation:

1. School of architectural engineering and planning, Jiujiang University, Jiujiang, China

2. Tianjin Port Engineering Institute Co., Ltd, Tianjin, China

3. First Harbor Engineering Co. Ltd, Tianjin, China

4. College of Architecture, Nanjing Tech University, Nanjing, China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2021.1956029

Reference28 articles.

1. Asymmetric effects of prop imperfections on the upheaval buckling of pipelines

2. Recent Experience in the Lateral Buckling Design of Medium to Large Diameter Pipelines

3. Pipe-Soil Interaction With Flowlines During Lateral Buckling and Pipeline Walking - The SAFEBUCK JIP

4. Lessons Learned From Observing Walking of Pipelines with Lateral Buckles, Including New Driving Mechanisms and Updated Analysis Models

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