| contributor author | M. A. Losada | |
| contributor author | J. M. Desire | |
| contributor author | L. M. Alejo | |
| date accessioned | 2017-05-08T20:51:49Z | |
| date available | 2017-05-08T20:51:49Z | |
| date copyright | November 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A11%282392%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29693 | |
| description abstract | Concrete blocks are very often used as breakwater armor units. In order to improve the knowledge of their behavior, some laboratory tests have been performed for three types of blocks. After stating three damage levels, the stability is analyzed and the results shown in figures. Some results from other authors are presented as well, showing similar trends. Some main conclusions are outlined: cubic armor units offer a better performance than parallelopipedic blocks, and smaller slope angles give better stability results, under the tested conditions. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Blocks as Breakwater Armor Units | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:11(2392) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011 | |
| contenttype | Fulltext | |
