Effects of Local Scouring on Load-Bearing Behaviors of Monopile–Friction Wheel Hybrid Foundations on Sandy Deposit Soil under Lateral Loading-Reference-Cited by-同舟云学术

Effects of Local Scouring on Load-Bearing Behaviors of Monopile–Friction Wheel Hybrid Foundations on Sandy Deposit Soil under Lateral Loading

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zou Xinjun¹^ORCID,Chen Shun²,Tu Xinyao²,Yang Zijian³

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author). ORCID: .

2. Postgraduate Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

3. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9261

Reference54 articles.

1. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

2. Hybrid foundation for offshore wind turbines: Environmental and seismic loading

3. API (American Petroleum Institute). 2000. Recommended practice for planning, designing, and constructing fixed offshore platforms-working stress design: Upstream segment. API Recommended Practice 2A-WSD (RP 2A-WSD): Errata and Supplement 1, December 2002. Washington, DC: API.

4. Arshi H. S. and K. J. L. Stone. 2012. “Lateral resistance of hybrid monopile-footing foundations in cohesionless soils for offshore wind turbines.” In Offshore site investigation and geotechnics: Integrated technologies-present and future. London UK: Royal Geographical Society.

5. Combined loading of skirted foundations

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