A novel strategy for fast liquefaction detection around marine pipelines: a finite element-machine learning approach
With the increasing global exploration of marine resources, ensuring the stability of submarine pipelines under adverse conditions—such as strong ocean waves and seismic events—remains a significant challenge. This study focuses on buried pipelines in seabed sediments, which are particularly vulnerable to sediment liquefaction caused by dynamic loading, posing a serious threat to pipeline safety. This study proposes an approach that integrates finite element analysis with machine learning. The approach begins with finite element methods for comprehensive simulations, using the high-quality data generated to enable rapid and accurate prediction of liquefaction under wave-current interactions. The results demonstrate that submarine pipelines significantly affect the direction and extent of sediment liquefaction, with the sides of the pipelines being more prone to liquefaction compared to the tops and bottoms. The pipelines also have a stabilizing effect on surrounding seabed sediments. Moreover, the integrated model improves assessment speed without compromising accuracy, effectively addressing the need for rapid liquefaction analysis over large areas and multiple points. This study provides valuable theoretical and practical insights for marine engineering by confirming the stabilizing effect of pipelines on adjacent sediments.
Authors
- Xing Du (ORCID: https://orcid.org/0000-0003-0959-9016)
- Yongfu Sun (ORCID: https://orcid.org/0000-0001-6769-181X)
- Zongxiang Xiu (ORCID: https://orcid.org/0000-0003-1416-2134)
- Yupeng Song
- Wu‐Cheng Chi (ORCID: https://orcid.org/0000-0002-6111-6379)
- Xiaolong Zhao (ORCID: https://orcid.org/0000-0003-0787-7238)
- Dong Wang (ORCID: https://orcid.org/0000-0002-5030-346X)
Institutions
- Ministry of Natural Resources (CN)
- First Institute of Oceanography (CN)
- Ocean University of China (CN)
Publication Details
- Journal
- Frontiers in Marine Science
- Published
- 2025-02-26
- DOI
- https://doi.org/10.3389/fmars.2025.1518679
- Citations
- 1
- Primary Topic
- Geotechnical Engineering and Underground Structures
- Type
- article
- Field-Weighted Citation Impact
- 0.95