Study on the Bearing Mechanism of Bucket Foundation for Offshore-Wind Turbine in Soft Clay

Jian Feng Wang; Hai Tao Dai; Ming Qin

doi:10.4028/www.scientific.net/AMM.71-78.1795

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Study on the Bearing Mechanism of Bucket...

Study on the Bearing Mechanism of Bucket Foundation for Offshore-Wind Turbine in Soft Clay

Abstract:

Based on numerical platform of large-scale finite element software, this paper investigates the function mechanisms of vertical load, horizontal load, and bending moment load of soft-clay-base bucket foundation. Then the corresponding load bearing characteristics of each load type of soft-clay-base bucket foundation are determined.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

1795-1804

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.1795

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Online since:

July 2011

Authors:

Jian Feng Wang, Hai Tao Dai, Ming Qin

Keywords:

Bending Moment Load, Horizontal Load, Offshore Wind Turbine, Soil Pressure, Vertical load

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