Experimental study on failure mechanism of clay seabed induced by gas migration
Shallow gas in marine clay sediments poses significant geohazards to offshore infrastructure, yet predictive frameworks linking sediment properties to seabed failure patterns remain inadequate. Through quasi-2D gas injection experiments with centrifuge-consolidated clay achieving field-representative strength profiles, this study reveals gas migration behavior governed by soil strength, water depth, and pre-existing defect presence. Three distinct migration modes are identified: (1) discrete bubble migration in low-strength sediments under shallow water conditions, (2) stable cavity formation in high-strength sediments with comparable hydraulic conditions, and (3) conduit-dominated pipe flow under deep water environments regardless of sediment strength. Cavity formation induces the most substantial seabed deformation, while pipe flow causes minimal disturbance. Gas invasion alone cannot initiate soil fractures in clay seabeds, but buoyancy-driven gas migration displaces water into overlying sediments, potentially inducing hydraulic fracturing when pre-existing defects are present. These defects reduce the deforming region dimension by over 80% by creating stable fracture pathways. Finally, a phase diagram is established, highlighting shallow-water, high-strength sediment zones as having the highest geohazard potential.
Authors
- Siying Yang (ORCID: https://orcid.org/0000-0001-8629-4238)
- Deqiong Kong (ORCID: https://orcid.org/0000-0002-9122-9294)
- S. B. Wang
- Haoyu Li (ORCID: https://orcid.org/0000-0003-2687-5289)
- Lu Li (ORCID: https://orcid.org/0000-0003-4573-8538)
- Bin Zhu (ORCID: https://orcid.org/0000-0001-6497-8727)
Institutions
- Zhejiang A & F University (CN)
- Zhejiang University of Science and Technology (CN)
- Zhejiang University (CN)
Publication Details
- Journal
- Canadian Geotechnical Journal
- Published
- 2025-11-25
- DOI
- https://doi.org/10.1139/cgj-2025-0613
- Primary Topic
- Methane Hydrates and Related Phenomena
- Type
- article
- Field-Weighted Citation Impact
- 0.00