Practical Design Considerations Of Monopile Foundations With Respect To Scour

摘要：

The emphasis of this study is to evaluate the lateral response of monopile foundation with a scour. A three dimensional finite element model is developed to study the lateral deformation response of pile under monotonic and one-way cyclic loading. The monopile is considered as partly unsupported down to the scour depth. With this model, the lateral deformation of piles with a scour can be quantified. A case study on the planned wind turbine in Taiwan Strait is analyzed, and the economic evaluation of different design options is discussed.

关键词： offshore wind energy monopile scour cyclic

作者: Yu-Shu Kuo Martin Achmus Chuan-Shen Kao

作者单位: Institute of Soil Mechanics,Foundation Engineering and Waterpower Engineering,Leibniz University ofH Registered geotechnical professional engineer,Taiwan,China;10-2F,No.9,Sec.2,Roosevelt Rd.,10094,Taip

会议类型: 国际会议

会议名称: 第四届全球风能大会暨2008北京国际风能大会

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-29（万方平台首次上网日期，不代表论文的发表时间）