| contributor author | Tokuo Yamamoto | |
| contributor author | Bruce Schuckman | |
| date accessioned | 2017-05-08T22:07:01Z | |
| date available | 2017-05-08T22:07:01Z | |
| date copyright | January 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9399%281984%29110%3A1%2895%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71675 | |
| description abstract | Wave damping and motion of clay beds are measured in a wave tank for various soil and wave conditions. The propagator matrix theory for continuously layered plasto‐elastic beds is used to model the wave‐soil interactions. In most cases, the theory agrees well with the experimental results. Wave damping and bed motion increase nonlinearly with wave height. Wave damping mechanism of clay beds is the Coulomb friction between grains. Model‐prototype scaling examples are made for application of the model data to design situations. | |
| publisher | American Society of Civil Engineers | |
| title | Experiments and Theory of Wave‐Soil Interactions | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1984)110:1(95) | |
| tree | Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 001 | |
| contenttype | Fulltext | |
