Abstract
Appropriate modeling of offshore foundations under monotonic loading is a significant challenge in geotechnical engineering. This paper reports experimental and numerical analyses, specifically investigating the response of circular surface footings during monotonic loading and elastoplastic behavior during reloading. By using the findings presented in this paper, it is possible to extend the model to simulate the vertical-load displacement response of offshore bucket foundations.
| Originalsprog | Engelsk |
|---|---|
| Tidsskrift | Journal of Mechanical Science and Technology |
| Vol/bind | 25 |
| Udgave nummer | 12 |
| Sider (fra-til) | 3151-3158 |
| Antal sider | 8 |
| ISSN | 1738-494X |
| DOI | |
| Status | Udgivet - 2011 |
Emneord
- Circular Surface Footing
- Vertical Loading
- Monotonic
- Bearing Capasity