Data set - MSc Thesis - Wave Loads on Emerged Breakwater Crown Walls, a Physical Model Study

DOI:10.4121/fea19547-80ef-4fc2-94bb-2da08e12e914.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
DOI: 10.4121/fea19547-80ef-4fc2-94bb-2da08e12e914
Datacite citation style:
Veringa, Martijn (2023): Data set - MSc Thesis - Wave Loads on Emerged Breakwater Crown Walls, a Physical Model Study. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/fea19547-80ef-4fc2-94bb-2da08e12e914.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite

Dataset

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In this study loading characteristics of rubble mound breakwater crown walls are investigated. This is done using a 2D physical model, testing for overall stability (through sliding) and temporal & spatial distributions of pressure along the face and base of the crown wall. A variety of wave conditions and geometries is used, with special attention for the influence of foundation level on the loading characteristics. This study shows the importance of this parameter and its link to the time lag between the maximum horizontal force and maximum vertical force in a wave impact. Using a new analysis method based on the factor of safety, this time lag is quantified and a reduction factor for the vertical forces is introduced.

History

  • 2023-07-07 first online, published, posted

Publisher

4TU.ResearchData

Format

* .txt, *.xlsx, *.ASC, Dasylab: *.DSB

Organizations

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering

DATA

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