Influence of soil scour on lateral behavior of large-diameter offshore wind-turbine monopile and corresponding scour monitoring method

Author:

Dai Song,Han Bo,Wang Baogang,Luo Jinping,He Ben

Funder

Shandong Province Department of Science and Technology

Key Technology Research and Development Program of Shandong

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference49 articles.

1. Assessment of natural frequency of installed offshore wind turbines using nonlinear finite element model considering soil-monopile interaction;Amar Bouzid;J. Rock Mech. Geotech. Eng.,2018

2. Numerical modeling of sediment scouring phenomenon around the offshore wind turbine pile in marine environment;Aminoroayaie Yamini;Environ. Earth Sci.,2018

3. Evaluating Scour at Bridges. HEC-18. Fifth Edition;Arneson,2012

4. SRICOS: prediction of scour rate in cohesive soils at bridge piers;Briaud;J. Geotech. Geoenviron. Eng.,1999

5. Lateral resistance of pile in cohesive soils;Broms;J. Soil Mech. Found Div.,1964

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