| contributor author | A. W. Sam Smith | |
| contributor author | Angus D. Gordon | |
| date accessioned | 2017-05-08T21:08:37Z | |
| date available | 2017-05-08T21:08:37Z | |
| date copyright | May 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-950x%281983%29109%3A2%28253%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40304 | |
| description abstract | A preliminary appraisal is made of the potential hydraulic forces, particularly pore pressure forces, that may be applied to the toe zones of large exposed breakwaters. In particular the stability of the perched toe zone of the Port Sines breakwater is considered. It is recommended that much more research be applied to such breakwaters, whose main armor does not extend fully down to the sea-bed. | |
| publisher | American Society of Civil Engineers | |
| title | Large Breakwater Toe Failures | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1983)109:2(253) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002 | |
| contenttype | Fulltext | |
