Modeling and Pile-Driven Scaled Tests for Windfarm Foundations
نویسندگان
چکیده
One of the main problems associated with generation wind energy in offshore platforms is analysis behavior soil when pile driven into seabed. Nowadays, due to large dimensions foundations (hollow steel piles up 8 m diameter and 15–20 cm thickness), there are no scale studies carried out that analyze mechanical deformational where as well material supports motor. This paper presents results obtained from submerged tests a pool sand presence water were installed. These use hydraulic press carry penetration tube sand. The compared three different speeds for tubes diameters two types termination at end tested element. dry conditions through finite element Plaxis program.
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ژورنال
عنوان ژورنال: Energies
سال: 2023
ISSN: ['1996-1073']
DOI: https://doi.org/10.3390/en16124612