| contributor author | Tokuo Yamamoto | |
| contributor author | Shigeo Takahashi | |
| date accessioned | 2017-05-08T21:08:48Z | |
| date available | 2017-05-08T21:08:48Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-950x%281985%29111%3A1%2862%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40423 | |
| description abstract | Wave damping by wave‐soil interactions is examined quantitatively. The dispersion relation is obtained explicitly. It is found that the Coulomb friction between soil grains is by far the most important wave damping mechanism in soft soil beds, e.g., clays and silts. This mechanism is highly nonlinear owing to the dynamic softening behavior of soils. Large waves damp much quicker than small waves. Simple formulas and charts are presented for estimation of the wave damping by soil motion. Wave lengths are also modified by the bed motion by up to | |
| publisher | American Society of Civil Engineers | |
| title | Wave Damping by Soil Motion | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1985)111:1(62) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
