Improvement on Structural Forms of Pile Group Foundations of Deepwater Bridges
Improvement on Structural Forms of Pile Group Foundations of Deepwater Bridges
About this item
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Author / Creator
Li, Yongle , Tang, Haojun , Ren, Sen , Yu, Enbo , Fang, Chen , Li, Zhixiong and Zhixiong Li
Publisher
Cairo, Egypt: Hindawi Publishing Corporation
Journal title
Language
English
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Publication information
Publisher
Cairo, Egypt: Hindawi Publishing Corporation
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Scope and Contents
Contents
As long-span cross-sea bridges extend to deeper sea areas, the bridge pile tends to increase in its slenderness ratio and becomes more susceptible to waves. To improve the structural stability at the construction stage, this study analyses wave-induced response of foundations. The wave theory and the method used for computing wave forces on foundat...
Alternative Titles
Full title
Improvement on Structural Forms of Pile Group Foundations of Deepwater Bridges
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Author / Creator
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Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_cea3dbec833d475da549d65a9ea30f7b
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_cea3dbec833d475da549d65a9ea30f7b
Other Identifiers
ISSN
1070-9622
E-ISSN
1875-9203
DOI
10.1155/2019/7381852
