| dc.contributor.author | V. S. Ozgur | |
| dc.contributor.author | Kirca | |
| dc.contributor.author | B. Mutlu | |
| dc.contributor.author | Sumer | |
| dc.contributor.author | Jørgen | |
| dc.contributor.author | Fredsøe | |
| dc.date.accessioned | 2017-05-08T22:04:37Z | |
| dc.date.available | 2017-05-08T22:04:37Z | |
| dc.date.copyright | November 2014 | |
| dc.date.issued | 2014 | |
| dc.identifier.other | (ASCE)ST.1943-541X.0000816.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70534 | |
| dc.description.abstract | This paper presents the results of an experimental study of the influence of clay content (CC) on liquefaction of seabed beneath progressive waves. Experiments were, for the most part, conducted with silt and silt-clay mixtures; in supplementary tests, sand-clay mixtures were used. Two types of measurements were carried out: (1) pore-water pressure measurements across the soil depth and (2) water-surface elevation measurements. These measurements were synchronized with video recordings of the liquefaction process from the side. The ranges of the various quantities in the experiments were wave height | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Influence of Clay Content on Wave-Induced Liquefaction | |
| dc.type | Journal Paper | |
| dc.journal.volume | 140 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000249 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 006 | |
| dc.contenttype | Fulltext | |