| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8060004 | Coastal Engineering | 2012 | 11 Pages |
Abstract
⺠Triaxial tests suggest that soft mud deposits in nature cannot be liquefied by waves under storm conditions. ⺠Re-interpretation of literature results suggest that maximal wave damping occurs after a storm. ⺠Our results suggest that fluid mud is formed by auto-saturation during a storm or saturation after that storm.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Johan C. Winterwerp, Gerben J. de Boer, Gert Greeuw, Dirk S. van Maren,