| contributor author | Bin | |
| contributor author | Zhu | |
| contributor author | Wen-long | |
| contributor author | Zhang | |
| contributor author | Pan-pan | |
| contributor author | Ying | |
| contributor author | Yun-min | |
| contributor author | Chen | |
| date accessioned | 2017-05-08T22:05:35Z | |
| date available | 2017-05-08T22:05:35Z | |
| date copyright | May 2014 | |
| date issued | 2014 | |
| identifier other | 23263141.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71127 | |
| description abstract | The monocaisson foundation has become an important choice with the increasing demand of offshore wind turbines constructed in silt and sand seabeds in China. To guarantee the normal operation of the wind turbine, the angular rotation of the foundation should be strictly controlled. It is necessary to predict the bearing capacity of caisson foundations at an allowable angular rotation. Several series of model tests were carried out in sandy silt under 1 | |
| publisher | American Society of Civil Engineers | |
| title | Deflection-Based Bearing Capacity of Suction Caisson Foundations of Offshore Wind Turbines | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001107 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 005 | |
| contenttype | Fulltext | |
