Effect of load eccentricity and stress level on monopile support for offshore wind turbines
Author:
Affiliation:
1. Norwegian Geotechnical Institute, Offshore Geotechnics, Sognsveien 72, 0855 Oslo, Norway.
2. Department of Civil Engineering, Technical University of Denmark, Section of Geotechnics and Geology, Brovej Building 118, 2800 Kgs. Lyngby, Denmark.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2013-0475
Reference25 articles.
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4. Briaud, J.L., Smith, T.D., and Meyer, B.J. 1983. Using the pressuremeter curve to design laterally loaded piles.InProceedings - Annual Offshore Technology Conference. Vol. 1, pp. 495–502. 10.4043/4501-MS.
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