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- W2372904095 abstract "The wind turbine belongs to high-rise structure. It is subjected to horizontal loading and momentdue to blade-inducedor tower-induced loading. Pile-bucket foundation is a form of the new foundation,andit combined the advantages of the bucket foundation and the Single-pile foundation. The failure envelope of H-M loading condition is the important way to evaluate the stability of this new foundation. This paper in-vestigates the failure envelopes ofpile-bucket foundation on sandy soil ground in H-M load space by finite el-ement method and proves the accuracy of the finite element method by model test. It is shown that the nor-malized failure envelope in H-M space's first quadrant is regular. According to the relationshipbetween theactual combined loading and the computed failure envelopes,the stability of pile-bucket foundation couldbeevaluated in practical engineering." @default.
- W2372904095 created "2016-06-24" @default.
- W2372904095 creator A5078331334 @default.
- W2372904095 date "2015-01-01" @default.
- W2372904095 modified "2023-09-23" @default.
- W2372904095 title "Study on failure envelopes of pile-bucket foundation of offshore wind turbine on sandy soil under H-M loading condition" @default.
- W2372904095 hasPublicationYear "2015" @default.
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