Response of stiff piles in sand to long-term cyclic lateral loading
The driven monopile is currently the preferred foundation type for most offshore wind farms. While the static capacity of the monopile is important, a safe design must also address issues of accumulated rotation and changes in stiffness after long-term cyclic loading. Design guidance on this issue i...
| Main Authors: | , , |
|---|---|
| Format: | Journal article |
| Jezik: | English |
| Izdano: |
2010
|