Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach-Reference-Cited by-同舟云学术

Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jostad Hans Petter¹,Liu Haoyuan²^ORCID,Sivasithamparam Nallathamby³,Ragni Raffaele⁴

Affiliation:

1. Technical Director, Advanced Modelling Section, Norwegian Geotechnical Institute, Oslo 0484, Norway.

2. Engineer, Advanced Modelling Section, Norwegian Geotechnical Institute, Oslo 0484, Norway (corresponding author). ORCID: .

3. Senior Engineer, Advanced Modelling Section, Norwegian Geotechnical Institute, Oslo 0484, Norway.

4. Engineer, Norwegian Geotechnical Institute, Perth, WA 6000, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10435

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4. Bachynski E. E. A. Page and G. Katsikogiannis. 2019. “Dynamic response of a large-diameter monopile considering 35-hour storm conditions.” In Vol. 58899 of Proc. Int. Conf. on Offshore Mechanics and Arctic Engineering. Reston VA: ASCE.

5. Cyclic properties of dense to very dense silica sand

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