Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
Online ISSN : 1883-8944
Print ISSN : 1884-2399
ISSN-L : 1883-8944
Paper
EXPERIMENTAL STUDY ON LOCAL SCOURING OF MONOPILE FOUNDATION BY WAVES AND EFFECT OF COUNTERMEASURE
Hiroyuki KATAYAMAKenta AOKIAkiyuki UKAINaruhisa MIURA
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2021 Volume 77 Issue 2 Pages I_553-I_558

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Abstract

 In order to ensure the long-term stability of the monopile foundations, scouring measures are required for an anchored offshore wind farm. It is recommended that the scouring measures should be applied to the area twice the width of the monopile diameter D. However, the construction load in water depths exceeding 20 m is large. However, it is important to understand the appropriate range of the countermeasure because of the large construction load in the water depth of over 20m.

 In this study, localized scouring at the base of the monopile and scouring countermeasures using rock bags were investigated by moving bed experiments.

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© 2021 by Japan Society of Civil Engineers
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