3-D numerical study of offshore tripod wind turbine pile foundation on wave-induced seabed response

Author:

Asumadu RichardORCID,Zhang Jisheng,Osei-Wusuansa Hubert

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference41 articles.

1. ‘3 - Dimensional Numerical Study of Wave - Induced Seabed Response Around Three Different Types of Wind Turbine Pile Foundations’, SN Applied Sciences;Asumadu,2019

2. General theory of three dimensional consolidation;Biot;J. Appl. Phys.,1941

3. Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils;Bolton Seed;Mar. Geotechnol.,1978

4. Status, Plans and Technologies for Offshore Wind Turbines in Europe and North America;Breton,2009

5. Numerical Study for Wave-Induced Seabed Response Around Offshore Wind Turbine Foundation in Donghai Offshore Wind Farm, Shanghai, China;Chang,2014

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