| contributor author | Ayşen Ergin | |
| contributor author | A. Riza Günbak | |
| contributor author | A. Melih Yanmaz | |
| date accessioned | 2017-05-08T21:09:21Z | |
| date available | 2017-05-08T21:09:21Z | |
| date copyright | September 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-950x%281989%29115%3A5%28579%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40762 | |
| description abstract | When a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do not cause any overtopping, the damaged section may become stabilized at a certain level of wave attack, generating the “ | |
| publisher | American Society of Civil Engineers | |
| title | Rubble‐Mound Breakwaters With S‐Shape Design | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1989)115:5(579) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005 | |
| contenttype | Fulltext | |
