Abstract
The paper presents the results of an experimental study of the influence of clay content (in silt-clay and sand-clay mixtures) on liquefaction beneath progressive waves. The experiments showed that the influence of clay content is very significant. Susceptibility of silt to liquefaction is increased with increasing clay content, up to 30%, beyond which the mixture of silt and clay is not liquefied. Sand may become prone to liquefaction with the introduction of clay, contrary to the general perception that this
type of sediment is normally liquefaction resistant under waves.
type of sediment is normally liquefaction resistant under waves.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 8th International Conference on Coastal and Port Engineering in Developing Countries |
| Number of pages | 8 |
| Publication date | 2012 |
| Publication status | Published - 2012 |
| Event | 8th International Conference on Coastal and Port Engineering In Developing Countries (COPEDEC 2012) - The Indian Institute of Technology Madras (IITM), Chennai, India Duration: 20 Feb 2012 → 24 Feb 2012 Conference number: 8 http://www.pianc-copedec2012.in/ |
Conference
| Conference | 8th International Conference on Coastal and Port Engineering In Developing Countries (COPEDEC 2012) |
|---|---|
| Number | 8 |
| Location | The Indian Institute of Technology Madras (IITM) |
| Country/Territory | India |
| City | Chennai |
| Period | 20/02/2012 → 24/02/2012 |
| Internet address |