| dc.contributor.author | Davide | |
| dc.contributor.author | Merli | |
| dc.contributor.author | Wim S. J. | |
| dc.contributor.author | Uijttewaal | |
| dc.contributor.author | Jeroen | |
| dc.contributor.author | van den Bos | |
| dc.contributor.author | Dano | |
| dc.contributor.author | Roelvink | |
| dc.date.accessioned | 2017-05-08T22:04:16Z | |
| dc.date.available | 2017-05-08T22:04:16Z | |
| dc.date.copyright | May 2013 | |
| dc.date.issued | 2013 | |
| dc.identifier.other | %28asce%29ww%2E1943-5460%2E0000217.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70454 | |
| dc.description.abstract | The reshaping of temporary rubble mounds such as breakwater cores or reclamation bunds is a concern for maritime contractors. Literature formulas for the prediction of such behavior provide little insight in the influence of the wide stone size gradation of the materials involved. Laboratory tests carried out on model structures built with very wide-graded materials ( | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Stability of Wide-Graded Rubble Mounds | |
| dc.type | Journal Paper | |
| dc.journal.volume | 139 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000170 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2013:;Volume ( 139 ):;issue: 003 | |
| dc.contenttype | Fulltext | |
