IMECH-IR  > 力学所知识产出(1956-2008)
The Response of Bucket Foundation under Horizontal Dynamic Loading
Wang YH(王义华); Lu XB(鲁晓兵); Wang SY(王淑云); Wang, YH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Source PublicationOcean Engineering
2006
Volume33Issue:7Pages:964-973
ISSN0029-8018
AbstractThe experimental investigation of the response of suction bucket foundation in fine sand layer under horizontal dynamic loading has been carried out. The developments of settlement and excess pore pressure of sand foundation have been mainly studied. It is shown that the sand surrounding the bucket softens or even liquefies at the first stage if the loading amplitude is over a critical value, at later stage, the bucket settles and the sand layer consolidates gradually. With the solidification of the liquefied sand layer and the settlement of the bucket, the movement of the sand layer and the bucket reach a stable state.
Subject Area岩土力学
DOI10.1016/j.oceaneng.2005.07.005
Indexed BySCI
Language英语
WOS IDWOS:000236771000007
WOS Research AreaEngineering ; Oceanography
WOS SubjectEngineering, Marine ; Engineering, Civil ; Engineering, Ocean ; Oceanography
Citation statistics
Cited Times:24[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/16456
Collection力学所知识产出(1956-2008)
Corresponding AuthorWang, YH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Recommended Citation
GB/T 7714
Wang YH,Lu XB,Wang SY,et al. The Response of Bucket Foundation under Horizontal Dynamic Loading[J]. Ocean Engineering,2006,33,7,:964-973.
APA 王义华,鲁晓兵,王淑云,&Wang, YH .(2006).The Response of Bucket Foundation under Horizontal Dynamic Loading.Ocean Engineering,33(7),964-973.
MLA 王义华,et al."The Response of Bucket Foundation under Horizontal Dynamic Loading".Ocean Engineering 33.7(2006):964-973.
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