| contributor author | J. S. Damgaard | |
| contributor author | P. Dong | |
| date accessioned | 2017-05-08T21:10:32Z | |
| date available | 2017-05-08T21:10:32Z | |
| date copyright | September 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-950x%282004%29130%3A5%28234%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41539 | |
| description abstract | Laboratory experiments have been performed to investigate the recession of soft cliffs due to oblique wave actions. The experiments were conducted in a wave tank with irregular waves. A test cliff was constructed of wet sand and (in one test) a sand/clay mixture, which was found to be appropriate for simulating the principal failure mode of soft cliffs fronted by erodeable beaches. The recession process is characterized by the following sequence: toe erosion—cliff failure—erosion of debris—toe erosion. The recession of the cliff top was measured from still photographs taken by an overhead camera. The longshore and cross-shore extents of individual failures and the time interval between two successive failures are obtained. | |
| publisher | American Society of Civil Engineers | |
| title | Soft Cliff Recession under Oblique Waves: Physical Model Tests | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2004)130:5(234) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005 | |
| contenttype | Fulltext | |