Application of a numerical-based soil reaction curve method for design of laterally loaded monopiles
<p>Monopiles are the major current foundation type for offshore wind turbine foundations. The geotechnical design of monopiles usually employs conventional ‘<em>p-y</em>’ approaches, originally developed for the design of long slender piles for the oil and gas industry. It has been...
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| Format: | Thesis |
| Language: | English |
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2016
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