Three-dimensional scour hole model and scour effects on the ultimate capacity of lateral loaded rigid piles-Reference-Cited by-同舟云学术

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Three-dimensional scour hole model and scour effects on the ultimate capacity of lateral loaded rigid piles

Published:2022-04 Issue: Volume:121 Page:103115
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Chen Xuguang^ORCID,Liu Jinzhong

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference51 articles.

1. Cyclic Lateral Loading of Monopile Foundations in Cohesionless Soils;Abadie,2015

2. Numerical investigation of scour effect on lateral resistance of windfarm monopiles;Achmus,2010

3. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

4. Foundations for offshore wind turbines;Byrne;Philos. Trans. A Math. Phys. Eng. Sci.,2003

5. PISA design methods for offshore wind turbine monopiles;Byrne,2019

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

2. Scoured failure wedge model for analysis of scoured pile-soil interaction in sand;Computers and Geotechnics;2024-02

3. Countermeasures for local scour around offshore wind turbine monopile foundations: A review;Applied Ocean Research;2023-12

4. Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading;Marine Georesources & Geotechnology;2023-11-27

5. Method to determine the ultimate horizontal bearing capacity of offshore wind turbine monopiles with grouting protection against scouring;Ocean Engineering;2023-10

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