An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand-Reference-Cited by-同舟云学术

An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand

Published:2020-12 Issue:6 Volume:60 Page:1570-1587
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Frick Dennis,Achmus Martin^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. Albiker, J., 2016. Untersuchung zum Tragverhalten zyklisch lateral belasteter Pfähle in nichtbindigen Böden. Ph.D. Thesis. Leibniz Universität Hannover, Germany.

2. 1g model tests on the displacement accumulation of piles under general cyclic one- and two-way loading;Albiker;Geotech. Test. J., ASTM,2017

3. API, 2014. Recommended practice 2GEO - Geotechnical and Foundation Design Considerations. American Petroleum Institute, Washington, RP2A-WSD, 22nd edition.

4. Model studies on monopile behaviour under long-term repeated lateral loading;Arshad;Am. Soc. Civil Eng. (ASCE) Int. J. Geomech.,2017

5. PISA: New design methods for offshore wind turbine monopiles;Byrne,2017

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