[1] SAWYER S. Global Wind Markets-onward and Upward. In: Proceedings of European Wind Energy Conference, Track: BUSINESSANDPOLICY TOPIC: Global Policies and Markets. ID: 692. 2010.
[2] SEIDEL M. Jacket Substructures for The REpower 5M Wind Turbine [C]. Proceedings of European Offshore Wind, 2007.
[3] DNV-OS-J101. Det Norske Veritas: Offshore Standard, Design of Offshore Wind Turbine Structures [S].
[4] API RP 2A-WSD. American Petroleum Institute: Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design [S]. October, 2007.
[5] JTS 167-4—2012,港工工程桩基规范 [S].
[6] 刘晋超，熊根，朱斌，等. 砂土海床中大直径单桩水平承载与变形特性 [J]. 岩土力学，2015, 36(2): 591-599.
[7] PRENDERGAST L J, HESTER D, GAVIN K, et al. An Investigation of the Changes in the Natural Frequency of a Pile Affected by Scour [J]. Journal of Sound and Vibration, 2013(332): 6685-6702.
[8] LOMBARDI D, BHATTACHARYA S, WOOD D M. Dynamic Soil-structure Interaction of Monopile Supported Wind Turbines in Cohesive Soil [J]. Soil Dynamic and Earthquake Engineering, 2013(49): 165-180.