Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction

نویسندگان

چکیده

During the last decade offshore wind industry grew ceaselessly and engineering challenges continuously arose in that area. Installation of foundation piles, known as monopiles, is one most critical phases construction farms. Prior to installation a drivability study performed, by means pile driving models. Since latter have been developed for small-diameter their applicability analysis large-diameter monopiles questionable. In this paper, three-dimensional axisymmetric model with non-local soil reaction presented. This new aims capture properly propagation elastic waves excited impact piling address reaction. These effects are not addressed available approaches predict deemed monopiles. Predictions compared those one-dimensional typically used nowadays. A numerical performed showcase disparities between two models, stemming from effect wave dispersion The findings affirmed significance both mechanisms need further developments modeling, notably

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ژورنال

عنوان ژورنال: Journal of Marine Science and Engineering

سال: 2021

ISSN: ['2077-1312']

DOI: https://doi.org/10.3390/jmse9030313