The effect of stress-level on the response of a model monopile to cyclic lateral loading in sand
Monopile foundations supporting offshore wind turbines are exposed to cyclic lateral loading which can cause accumulated pile displacement or rotation and evolution of the dynamic response. To inform the development of improved design methods, the monopile’s response to cyclic lateral loading has be...
| Main Authors: | , , , , |
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| Format: | Journal article |
| Language: | English |
| Published: |
American Society of Civil Engineers
2021
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