Offshore wind is a source of clean, renewable energy of great potential value to the power industry in the context of a low carbon society. Rapid development of offshore wind energy depends on a good understanding of technical issues related to offshore wind turbines, which is spurring ongoing research and development programmes. Foundations of offshore wind turbines present one of the main challenges in offshore wind turbine design. This paper reviews the present state of knowledge concerning geotechnical and structural issues affecting foundation types under consideration for the support structures of offshore wind turbines, and provides recommendations for future research and development.

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Foundations of offshore wind turbines: A review

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Advanced Soil Mechanics

Review of fundamental principles in modelling unsaturated soil behaviour

Vortex shedding suppression and wake control: A review

Numerical and experimental investigation of tip leakage vortex trajectory and dynamics in an axial flow pump

http://sourcedb.imech.cas.cn/zw/lwk1/200908/P020090831401698810871.pdf

Physical modeling of untrenched submarine pipeline instability

A 3D FEM model is proposed and verified with existing experimental data for simulating wave-induced transient and residual pore pressure responses around a pile foundation. The numerical results show that the residual pore pressure tends to be amplified at the bottom of the pile foundation; near it, this pressure increases and the amplitude of transient pore pressure decreases with the decrease of soil permeability. The wave nonlinearity affects both transient and residual pore pressures around the pile. The effect of the pile diameter on the oscillatory pore pressure is much more obvious than that on the buildup of pore pressure. The liquefaction zone around the pile is asymmetric; the maximum liquefaction depth appears at the back of the pile foundation.

Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation

http://sourcedb.imech.cas.cn/zw/lwk1/200908/P020090831402325151007.pdf

Fu-Ping Gao

Papers

Physical modeling of untrenched submarine pipeline instability

Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation

Non-Linear Wave-Induced Transient Response of Soil Around a Trenched Pipeline

Physical modelling of local scour at twin piles under combined waves and current

An experimental study for wave-induced instability of pipelines: the breakout of pipelines