Evaluation of the vertical and horizontal undrained bearing capacities of suction buckets for wind turbines in clay

DC Field Value Language
dc.contributor.author Chi Hung Le -
dc.contributor.author 김성렬 -
dc.contributor.author 오명학 -
dc.date.accessioned 2020-07-16T13:51:00Z -
dc.date.available 2020-07-16T13:51:00Z -
dc.date.created 2020-02-11 -
dc.date.issued 2011-12-16 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/27967 -
dc.description.abstract Three-dimensional finite element analyses were performed to evaluate the undrained bearing capacities of suction bucket foundations in homogenous clay. The loading conditions were vertical (V), horizontal (H), and combined (V-H). The effect of the aspect ratios (skirt length to diameter ratios, L/D) of a suction bucket on the bearing capacities was investigated. Dimensionless and normalized failure envelopes in a V-H load space were developed. The sizes and shapes of failure envelopes, as well as the failure mechanism, were clearly shown to be dependent on the aspect ratios of the foundations. -
dc.description.uri 1 -
dc.language English -
dc.publisher APAC -
dc.relation.isPartOf Proceedings of the sixth International Conference on Asian and Pacific Coasts (APAC2011) -
dc.title Evaluation of the vertical and horizontal undrained bearing capacities of suction buckets for wind turbines in clay -
dc.type Conference -
dc.citation.conferencePlace CC -
dc.citation.endPage 2138 -
dc.citation.startPage 2131 -
dc.citation.title Proceedings of the sixth International Conference on Asian and Pacific Coasts (APAC2011) -
dc.contributor.alternativeName 오명학 -
dc.identifier.bibliographicCitation Proceedings of the sixth International Conference on Asian and Pacific Coasts (APAC2011), pp.2131 - 2138 -
dc.description.journalClass 1 -
Appears in Collections:
Marine Industry Research Division > Maritime ICT & Mobility Research Department > 2. Conference Papers
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