Analysis of wave-induced submarine landslides in nearly saturated sediments at intermediate water depths
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, University of New Hampshire, Durham, New Hampshire, USA
2. Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, North Carolina, USA
Funder
Coastal Studies Institute (CSI) of North Carolina
the University of New Hampshire Diversity and Innovation Scholar Program
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2021.2001610
Reference49 articles.
1. COMSOL Multiphysics® v. 5.5. 2019.
2. Liquefaction flow of submarine slopes under partially undrained conditions: an effective stress approach
3. Wave‐Induced Slides in South Pass Block 70, Mississippi Delta
4. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range
5. An integrated numerical model for the stability of artificial submarine slope under wave load
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