Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin-Reference-Cited by-同舟云学术

Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Haiderali Aliasger Essakali¹^ORCID,Nakashima Masanari²,Madabhushi Gopal S. P.³,Lau Ben Hong⁴^ORCID,Haigh Stuart K.⁵^ORCID

Affiliation:

1. Research Affiliate, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, UK (corresponding author). ORCID: .

2. Chief Manager, Construction Products Development Division, Nippon Steel Corporation, 6-1, Marunouchi 2-chome, Chiyoda-ku, Tokyo 100-8071, Japan.

3. Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, UK.

4. Geotechnical Engineer, Rendel, 200 Great Dover St., London SE1 4YB, UK. ORCID: .

5. Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, UK. ORCID: .

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-11216

Reference43 articles.

1. Al-Tabbaa A. 1987. “Permeability and stress-strain response of Speswhite Kaolin.” Ph.D. dissertation Dept. of Engineering Univ. of Cambridge.

2. API (American Petroleum Institute). 2014. “Planning, designing and constructing fixed offshore platforms—Working stress design RP-2A-WSD 22nd edition.” In Design manual. Washington, DC: API.

3. General Theory of Three‐Dimensional Consolidation

4. Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden

5. PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Characterization of model uncertainty of the p-y method for reliability-based design of offshore wind turbines under the serviceability limit state;Ocean Engineering;2024-02

2. Numerical Investigation of the Pile Installation Process in Clay and Its Influence on the Long-Term Cyclic Lateral Response of Offshore Foundations;Lecture Notes in Civil Engineering;2024

3. DEM Analysis on Soil Horizontal Support Mechanism of Monopile Subjected to Cyclic Lateral Loading;Lecture Notes in Civil Engineering;2024

4. Numerical investigation of monopiles in structured clay under cyclic loading;Ocean Engineering;2023-12

5. Characterization of Model Uncertainty of the P-Y Method for Reliability-Based Design of Offshore Wind Turbines Under the Serviceability Limit State;2023