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Steep wave; soil response; momentary liquefaction; gravity-based; offshore foundations
iText 4.2.0 by 1T3XT
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10.1080/17445302.2019.1690736
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Taylor & Francis
The effects of slab geometries and wave directions on the steep wave-induced soil response and liquefaction around gravity-based offshore foundations
Yuzhu Li
Muk Chen Ong
Ove Tobias Gudmestad
Bjørn Helge Hjertager
Ships and Offshore Structures, . doi:10.1080/17445302.2019.1690736
Steep wave
soil response
momentary liquefaction
gravity-based
offshore foundations
Journal
Ships and Offshore Structures
© 2019 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group
1744-5302
1754-212X
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0
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10.1080/17445302.2019.1690736
https://doi.org/10.1080/17445302.2019.1690736
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2020-03-16T23:18:38-07:00
2020-03-16T23:18:38-07:00
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2019-11-14truewww.tandfonline.com10.1080/17445302.2019.1690736www.tandfonline.comtrue2019-11-1410.1080/17445302.2019.1690736
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