HIGHLIGHTS
- who: Eoed et al. from the Huadong (Shenzhen) Corporation Limited, Shenzhen, China Faculty of Civil and Geosciences, Delft University of Technology, Delft, CN, The Netherlands have published the paper: Computer Modeling in, in the Journal: (JOURNAL)
- how: The results indicated that extra vertical load would induce larger lateral deflections and moments along the pile by more than 100%. The results showed that under vertical compressive loads pile lateral capacity was increased.
SUMMARY
As a supporting substructure of offshore wind turbines, monopiles are required to resist both the vertical load from self . . .
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