Yunrui Han
Impact of initial slide on downslope seafloor with a weak layer
Han, Yunrui; Zhang, Wangcheng; Yu, Long; Wang, Zhongtao; Yang, Qing
Authors
Abstract
Submarine landslides are a major offshore geohazard posing increasing threat to offshore and coastal developments. A submarine landslide may usually involve multistage failure triggered by the first failure. During submarine landslide evolution, the emergent sliding mass may act as an impact load on the downslope seafloor potentially leading to surficial erosion of sediments or deeper ploughing failure with the presence of a weak layer. The study presents a comprehensive analysis of seafloor instability and post-failure behaviors subjected to the first slide mass impact, using a large deformation finite element (LDFE) method. Different failure patterns are investigated and the corresponding critical impact loads for triggering the seafloor instability are analyzed. The parameters controlling the strain softening behaviors of soils and the undrained shear strength in the weak layer have significant effects on the critical condition for the seafloor failure. The dynamic inertia of the slide mass, however, has little effect on the results. An empirical equation for assessing the seafloor instability subjected to the first slide impact, with respect to the impact load from the initial slide and the gravity stress relative to the shear strength in the weak layer, is proposed based on a parametric study.
Citation
Han, Y., Zhang, W., Yu, L., Wang, Z., & Yang, Q. (2024). Impact of initial slide on downslope seafloor with a weak layer. Ocean Engineering, 300, Article 117469. https://doi.org/10.1016/j.oceaneng.2024.117469
Journal Article Type | Article |
---|---|
Acceptance Date | Mar 9, 2024 |
Online Publication Date | Mar 18, 2024 |
Publication Date | May 15, 2024 |
Deposit Date | Jun 12, 2024 |
Publicly Available Date | Jun 12, 2024 |
Journal | Ocean Engineering |
Print ISSN | 0029-8018 |
Electronic ISSN | 1873-5258 |
Publisher | Elsevier |
Peer Reviewed | Peer Reviewed |
Volume | 300 |
Article Number | 117469 |
DOI | https://doi.org/10.1016/j.oceaneng.2024.117469 |
Public URL | https://durham-repository.worktribe.com/output/2473327 |
Files
Published Journal Article
(7 Mb)
PDF
Publisher Licence URL
http://creativecommons.org/licenses/by/4.0/
You might also like
DEM analysis of passive failure in structured sand ground behind a retaining wall
(2022)
Journal Article
DEM Analyses of an Uplift Failure Mechanism with Pipe Buried in Cemented Granular Ground
(2015)
Journal Article
Transition from shear band propagation to global slab failure in submarine landslides
(2019)
Journal Article
Downloadable Citations
About Durham Research Online (DRO)
Administrator e-mail: dro.admin@durham.ac.uk
This application uses the following open-source libraries:
SheetJS Community Edition
Apache License Version 2.0 (http://www.apache.org/licenses/)
PDF.js
Apache License Version 2.0 (http://www.apache.org/licenses/)
Font Awesome
SIL OFL 1.1 (http://scripts.sil.org/OFL)
MIT License (http://opensource.org/licenses/mit-license.html)
CC BY 3.0 ( http://creativecommons.org/licenses/by/3.0/)
Powered by Worktribe © 2024
Advanced Search