Parametric study of hybrid monopile foundation for offshore wind turbines in cohesionless soil-Reference-Cited by-同舟云学术

Parametric study of hybrid monopile foundation for offshore wind turbines in cohesionless soil

Published:2020-12 Issue: Volume:218 Page:108172
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Wang Xuefei,Li Jiale

Funder

Natural Science Foundation of Hebei Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference71 articles.

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4. Improving the lateral resistance of offshore pile foundations for deepwater application;Arshi,2015

5. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density;ASTM,2006

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