### 摘要

Monopiles are used as foundation structures for offshore wind energy towers, which are open-ended steel pipe piles with large diameters. For a pile foundation, the scour caused by wave and current lead to the reduction of embedded pile length and may decrease the lateral resistance. In the practical design different requirements regarding the minimum embedded pile length are used to limit the pile deflection at the mudline and at the pile toe under static and in particular cyclic loads due to wind and wave. The "vertical-tangent" and "zero-toe-kick" criteria are usually used to guarantee the lateral stability of monopiles and to insure piles are entered deep enough into the ground. In this study, the different design criteria are compared with respect to monopiles of scour. By means of the p-y curves method the pile deformation under lateral load are quantified and different criteria are assessed. The minimum required embedded lengths of monopile foundations with respect to scour are evaluated and the suitability of adopting the mentioned design criteria for monopile foundations is discussed.

原文 | English |
---|---|

主出版物標題 | Proceedings of the 21st (2011) International Offshore and Polar Engineering Conference, ISOPE-2011 |

頁面 | 654-659 |

頁數 | 6 |

出版狀態 | Published - 2011 九月 19 |

事件 | 21st International Offshore and Polar Engineering Conference, ISOPE-2011 - Maui, HI, United States 持續時間: 2011 六月 19 → 2011 六月 24 |

### 出版系列

名字 | Proceedings of the International Offshore and Polar Engineering Conference |
---|---|

ISSN（列印） | 1098-6189 |

ISSN（電子） | 1555-1792 |

### Other

Other | 21st International Offshore and Polar Engineering Conference, ISOPE-2011 |
---|---|

國家 | United States |

城市 | Maui, HI |

期間 | 11-06-19 → 11-06-24 |

### 指紋

### All Science Journal Classification (ASJC) codes

- Energy Engineering and Power Technology
- Ocean Engineering
- Mechanical Engineering

### 引用此文

*Proceedings of the 21st (2011) International Offshore and Polar Engineering Conference, ISOPE-2011*(頁 654-659). (Proceedings of the International Offshore and Polar Engineering Conference).

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*Proceedings of the 21st (2011) International Offshore and Polar Engineering Conference, ISOPE-2011.*Proceedings of the International Offshore and Polar Engineering Conference, 頁 654-659, 21st International Offshore and Polar Engineering Conference, ISOPE-2011, Maui, HI, United States, 11-06-19.

**The required embedded length of monopole foundation with respect to scour.** / Chen, Jing-Wen; Kuo, Y. S.; Tseng, W. C.

研究成果: Conference contribution

TY - GEN

T1 - The required embedded length of monopole foundation with respect to scour

AU - Chen, Jing-Wen

AU - Kuo, Y. S.

AU - Tseng, W. C.

PY - 2011/9/19

Y1 - 2011/9/19

N2 - Monopiles are used as foundation structures for offshore wind energy towers, which are open-ended steel pipe piles with large diameters. For a pile foundation, the scour caused by wave and current lead to the reduction of embedded pile length and may decrease the lateral resistance. In the practical design different requirements regarding the minimum embedded pile length are used to limit the pile deflection at the mudline and at the pile toe under static and in particular cyclic loads due to wind and wave. The "vertical-tangent" and "zero-toe-kick" criteria are usually used to guarantee the lateral stability of monopiles and to insure piles are entered deep enough into the ground. In this study, the different design criteria are compared with respect to monopiles of scour. By means of the p-y curves method the pile deformation under lateral load are quantified and different criteria are assessed. The minimum required embedded lengths of monopile foundations with respect to scour are evaluated and the suitability of adopting the mentioned design criteria for monopile foundations is discussed.

AB - Monopiles are used as foundation structures for offshore wind energy towers, which are open-ended steel pipe piles with large diameters. For a pile foundation, the scour caused by wave and current lead to the reduction of embedded pile length and may decrease the lateral resistance. In the practical design different requirements regarding the minimum embedded pile length are used to limit the pile deflection at the mudline and at the pile toe under static and in particular cyclic loads due to wind and wave. The "vertical-tangent" and "zero-toe-kick" criteria are usually used to guarantee the lateral stability of monopiles and to insure piles are entered deep enough into the ground. In this study, the different design criteria are compared with respect to monopiles of scour. By means of the p-y curves method the pile deformation under lateral load are quantified and different criteria are assessed. The minimum required embedded lengths of monopile foundations with respect to scour are evaluated and the suitability of adopting the mentioned design criteria for monopile foundations is discussed.

UR - http://www.scopus.com/inward/record.url?scp=80052728987&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=80052728987&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:80052728987

SN - 9781880653968

T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 654

EP - 659

BT - Proceedings of the 21st (2011) International Offshore and Polar Engineering Conference, ISOPE-2011

ER -