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Field and numerical study of the lateral response of rigid piles in sand |
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| Authors: | Wang H. Lehane B. M. Bransby M. F. Wang L. Z. Hong Y. |
| Affiliation: | 1.Zhejiang University, Hangzhou, China ;2.Department of Civil, Environmental and Mining Engineering, School of Engineering, The University of Western Australia, 35 Stirling Highway, Crawley, Perth, WA, 6009, Australia ;3.Centre for Offshore Foundation Systems, Oceans Graduate School, The University of Western Australia, 35 StirlingHighway, Crawley, Perth, WA, 6009, Australia ; |
| Abstract: | Acta Geotechnica - Large diameter, short monopiles are the preferred foundation type for offshore wind turbines. These piles demonstrate a rigid response with significant rotation of the pile base... |
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