| contributor author | Y.-T. Tsai | |
| contributor author | W. G. McDougal | |
| date accessioned | 2017-05-08T23:33:20Z | |
| date available | 2017-05-08T23:33:20Z | |
| date copyright | November, 1990 | |
| date issued | 1990 | |
| identifier issn | 0892-7219 | |
| identifier other | JMOEEX-28069#285_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/107304 | |
| description abstract | Random wave-induced pore pressure is examined using linear superposition, Miner’s method and a single representative wave. Solutions are developed for deep and shallow soils. A deep soil has a higher liquefaction potential than a shallow soil for the same wave conditions. Linear superposition, Miner’s method and using the rms wave height are in general agreement for the deep soil. The significant wave overestimates the liquefaction potential and should not be used. There was poor agreement among the methods for a shallow soil. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Random Wave-Induced Pore Pressure Accumulation in Marine Soils | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 4 | |
| journal title | Journal of Offshore Mechanics and Arctic Engineering | |
| identifier doi | 10.1115/1.2919868 | |
| journal fristpage | 285 | |
| journal lastpage | 289 | |
| identifier eissn | 1528-896X | |
| keywords | Pressure | |
| keywords | Waves | |
| keywords | Soil AND Liquefaction | |
| tree | Journal of Offshore Mechanics and Arctic Engineering:;1990:;volume( 112 ):;issue: 004 | |
| contenttype | Fulltext | |