Large diameter laterally loaded piles in sand: Numerical evaluation of soil stress paths and relevance of laboratory soil element testing

Author:

Cheng XiaoyangORCID,Ibraim Erdin,Liu HaoyuanORCID,Pisanò FedericoORCID,Diambra Andrea

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference29 articles.

1. Numerical analysis of large-diameter monopiles in dense sand supporting offshore wind turbines;Ahmed;Int. J. Geomech.,2016

2. Cyclic resistant geotechnical design and parameter selection for offshore engineering and other applications;Andersen,2013

3. Lateral loading of a pile in layered soil using the strain wedge model;Ashour;J. Geotech. Geoenviron. Eng.,1998

4. 3D FE-informed laboratory soil testing for the design of offshore wind turbine monopiles;Cheng;J. Mar. Sci. Eng.,2021

5. Transient response of offshore wind turbines on monopiles in sand: role of cyclic hydro–mechanical soil behaviour;Corciulo;Comput. Geotech.,2017

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