Simplified Continuum Model for Laterally Loaded Rigid Piles and Poles Considering Vertical and Horizontal Soil Displacements
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00846-w.pdf
Reference26 articles.
1. Ahmed SS, Hawlader B (2016) Numerical analysis of large-diameter monopiles in dense sand supporting offshore wind turbines. Int J Geomech 16:4016018. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000633
2. Doherty P, Gavin K (2012) Laterally loaded monopile design for offshore wind farms. Proc Inst Civ Eng: Energy 165:7–17. https://doi.org/10.1680/ener.11.00003
3. Truong P, Lehane BM, Zania V, Klinkvort RT (2018) Empirical approach based on centrifuge testing for cyclic deformations of laterally loaded piles in sand. Géotechnique 69:133–145. https://doi.org/10.1680/jgeot.17.P.203
4. API (2010) Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design (RP 2A-WSD)
5. Burd HJ, Taborda DMG, Zdravković L et al (2019) PISA design model for monopiles for offshore wind turbines: application to a marine sand. Géotechnique 70:1048–1066. https://doi.org/10.1680/jgeot.18.P.277
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