A numerical approach for determining equilibrium scour depth around a mono-pile due to steady currents-Reference-Cited by-同舟云学术

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A numerical approach for determining equilibrium scour depth around a mono-pile due to steady currents

Published:2016-04 Issue: Volume:57 Page:114-124
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Pang A.L.J.,Skote M.,Lim S.Y.,Gullman-Strand J.^ORCID,Morgan N.

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference41 articles.

1. Evaluation of existing equations for local scour at bridge piers;Sheppard;J Hydraul Eng,2014

2. DNV-OS-J101: design of offshore wind turbine structures;DNV,2010

3. Scour around vertical pile in waves;Sumer;J Waterw Port Coast Ocean Eng,1992

4. Wave climate atlas of the British Isles. Technical report. Offshore technology report, OTH 89 303;Draper,1991

5. The potential for scour around large objects;Rance,1980

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1. Numerical study of local scour around a cubic artificial reef in steady current;Ocean Engineering;2024-11

2. Local Scour Mechanisms and Prediction Methods Around Offshore Wind Turbine Foundations: Insights and Future Directions;Journal of Ocean University of China;2024-09-10

3. Scour around twin-piles under combined wave–current flows;Coastal Engineering;2024-04

4. Numerical investigation on lateral monotonic and cyclic responses of scoured rigid monopile based on an integrated bounding surface model;Computers and Geotechnics;2024-02

5. Theoretical studies on dynamic impedances of symmetrically–distributed inclined piles with an elevated pile cap;Marine Georesources & Geotechnology;2023-06-08

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