| dc.contributor.author | Subhasish Dey | |
| dc.contributor.author | Anders Helkjær | |
| dc.contributor.author | B. Mutlu Sumer | |
| dc.contributor.author | Jørgen Fredsøe | |
| dc.date.accessioned | 2017-05-08T22:04:07Z | |
| dc.date.available | 2017-05-08T22:04:07Z | |
| dc.date.copyright | November 2011 | |
| dc.date.issued | 2011 | |
| dc.identifier.other | %28asce%29ww%2E1943-5460%2E0000142.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70373 | |
| dc.description.abstract | Marine sediments often contain sand-clay mixtures in widely varying proportions. This study presents the results of equilibrium scour and time variation of scour depths at circular piles embedded vertically in clay alone and sand-clay mixed beds under waves. Experiments were conducted in a wave flume with different proportions of sand-clay mixtures as bed sediments. Test results for the cases of steady current and sand alone under waves are used as references. The equilibrium scour depth reduces with an increase in clay proportion | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Scour at Vertical Piles in Sand-Clay Mixtures under Waves | |
| dc.type | Journal Paper | |
| dc.journal.volume | 137 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000095 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 006 | |
| dc.contenttype | Fulltext | |