Characteristics of cyclic undrained model SANISAND-MSu and their effects on response of monopiles for offshore wind structures
Author:
Affiliation:
1. Norwegian Geotechnical Institute (NGI), Oslo, Norway.
2. Norconsult, Sandvika, Norway; also Norwegian University of Science and Technology (NTNU), Trondheim, Norway.
Abstract
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.21.00068
Reference33 articles.
1. Rigid pile response to cyclic lateral loading: laboratory tests
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4. A numerical model for the transient analysis of offshore foundations under cyclic loading
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