Centrifugal experimental study of suction bucket foundations under dynamic loading

doi:10.1007/s10409-007-0100-7

IMECH-IR > 力学所知识产出(1956-2008)

	Centrifugal experimental study of suction bucket foundations under dynamic loading
	Lu XB(鲁晓兵); Wu YR(吴永韧); Jiao BT(矫滨田); Wang SY(王淑云); Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
发表期刊	Acta Mechanica Sinica
	2007
卷号	23 期号:6 页码:689-698
ISSN	0567-7718
摘要	Centrifugal experiments were carried out to investigate the responses of suction bucket foundations under horizontal and vertical dynamic loading. It is shown that when the loading amplitude is over a critical value, the sand at the upper part around the bucket is softened or even liquefied. The excess pore pressure decreases from the upper part to the lower part of the sand layer in the vertical direction and decreases radially from the bucket's side wall in the horizontal direction. Large settlements of the bucket and the sand layer around the bucket are induced by dynamic loading. The dynamic responses of the bucket with smaller height (the same diameter) are heavier.
关键词	Centrifugal Experiments Suction Bucket Dynamic Loading Saturated Sand
DOI	10.1007/s10409-007-0100-7
URL	查看原文
收录类别	SCI ; EI ; CSCD
语种	英语
WOS记录号	WOS:000251140400011
WOS研究方向	Engineering ; Mechanics
WOS类目	Engineering, Mechanical ; Mechanics
引用统计	被引频次：10[WOS] [WOS记录] [WOS相关记录]
文献类型	期刊论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/33867
专题	力学所知识产出(1956-2008)
通讯作者	Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
推荐引用方式 GB/T 7714	Lu XB,Wu YR,Jiao BT,et al. Centrifugal experimental study of suction bucket foundations under dynamic loading[J]. Acta Mechanica Sinica,2007,23,6,:689-698.
APA	Lu XB,Wu YR,Jiao BT,Wang SY,&Lu, XB .(2007).Centrifugal experimental study of suction bucket foundations under dynamic loading.Acta Mechanica Sinica,23(6),689-698.
MLA	Lu XB,et al."Centrifugal experimental study of suction bucket foundations under dynamic loading".Acta Mechanica Sinica 23.6(2007):689-698.

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