Wave-induced breakout of untrenched submarine pipes on sand

IMECH-IR > 力学所知识产出(1956-2008)

	Wave-induced breakout of untrenched submarine pipes on sand
	Gu XY(顾小芸); Gao FP(高福平); Pu Q; Gu, XY (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
会议录名称	PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3
	2001
会议名称	15th International Conference on Soil Mechanics and Geotechnical Engineering
会议日期	AUG 27-31, 2001
会议地点	ISTANBUL, TURKEY
摘要	Wave-induced breakout of the untrenched submarine pipes on sand is investigated experimentally in the U-shape oscillatory flow water tunnel. The instability processes of the pipes in free condition and in condition with constraints against rolling are revealed. Linear relationships between Froude number and non-dimensional pipe weight are obtained. Effects of initial embedment, loading history and particle size are observed. Test results are compared with those conducted under cyclic loading exerted mechanically. The physics of the wave-soil-pipe interaction is clearer than before.
WOS记录号	WOS:000178609100291
ISBN号	90-2651-853-6
收录类别	CPCI-S
语种	英语
引用统计
文献类型	会议论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/58953
专题	力学所知识产出(1956-2008)
通讯作者	Gu, XY (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
推荐引用方式 GB/T 7714	Gu XY,Gao FP,Pu Q,et al. Wave-induced breakout of untrenched submarine pipes on sand[C]PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3,2001.