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Numerical study on lateral response of piles supporting gravity base foundations for offshore wind turbine
| Content Provider | Semantic Scholar |
|---|---|
| Author | Choo, Yun Wook Seo, Jung-Eun Kim, Sun-Ju Kim, Young Ho |
| Copyright Year | 2016 |
| Abstract | The aim of this paper is to study the lateral response of piles supporting a piled gravity base foundation for offshore wind turbine . The piled gravity in this study consists of a cone-shaped concrete base and five piles. The three-dimensional finite element analyses were carried out to simulate four cases; single pile, piled gravity base foundation, five group piles with the same arrangement of piled gravity base foundation , nine group piles with three by three arrangement. From the result, the lateral response of each pile was evaluated in terms of soil reaction force and deflection. The lateral response of the piles of the cases was compared and analyzed. Finally, the group effect of the cases on the lateral response of piles w as evaluated. |
| Starting Page | 76 |
| Ending Page | 82 |
| Page Count | 7 |
| File Format | PDF HTM / HTML |
| Alternate Webpage(s) | http://legacy.isope.org/publications/proceedings/ISOPE/ISOPE%202016/papers/16TPC-0704.pdf |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
