期刊文献+

深海系泊法向承力锚模型实验系统 被引量:1

Model Experimental System of New-type Drag Anchors Used in the Deep-water Mooring system
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摘要 法向承力锚是一种新型的拖曳嵌入式系泊基础。这种锚的工程应用仅有10 a时间,国内在此项技术上尚属空白。通过实验系统的设计,介绍了针对这种新型拖曳锚展开模型实验研究的实验平台。利用一些新型传感器和巧妙的机件设计,不仅实现了实验量测方法的创新,而且达到了经济实用的目的。实验结果也验证了整个系统设计的可靠性。 The vertically loaded anchor (VIA) is a new-type drag anchor used for deepwater foundations. It has been applied in offshore engineering only 10 years internationally. But in China, it has almost never been used in practice. A set of model experiment has been carried out for exploring the embedded behaviors of VLA. Using some new sensors measuring angles, and some skillful design of mechanical hardware, the measurement system of the model experiment has not only been improved largely, but also been made in an economical way. The feasibility of the measurement system has also been proved by the experiment results.
出处 《海洋技术》 北大核心 2009年第1期92-96,共5页 Ocean Technology
基金 国家"863计划"资助项目(2006AA09Z348) 国家自然科学基金(50639030) "新世纪优秀人才支持计划"(NCET-06-0241)
关键词 模型实验 测量系统 法向承力锚 系泊基础 拖曳系统 model experiment measurement system vertically loaded anchor mooring foundation drag system
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参考文献8

  • 1刘海笑,杨晓亮.法向承力锚(VLA)——一种适用于深海工程的新型系泊基础[J].海洋技术,2005,24(3):78-82. 被引量:9
  • 2Murff JD, Randolph MF, Elkhatib S, et al. Vertically loaded plate anchors for deepwater applications [C]. Frontiers in Offshore Geotechnics: ISFOG 2005-Gourvenec & Cassidy (eds) 2005 Taylor & Francis Group, London, UK, 2005.
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二级参考文献6

  • 1Ruinen RM. Penetration Analysis of Drag Embedment Anchors in Soft Clays. The Proceedings of The Fourteenth(2004) Offshore and Polar Engineering Conference, Toulon, France, May 2004.
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共引文献8

同被引文献11

  • 1刘海笑,杨晓亮.法向承力锚(VLA)——一种适用于深海工程的新型系泊基础[J].海洋技术,2005,24(3):78-82. 被引量:9
  • 2Vryhof Anchors. Anchor Manual [ M ]. The Netherlands: Krimpen and Yssel,2005.
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  • 5American Petroleum Institute. Recommended practice for design and analysis of station keeping systems for floating structures [ C ]//API-RP-2SK, Washington, 1995.
  • 6DNV. Design and installation of drag-in plate anchors in clay[ C ] //Recommended Practice RP-E302, Det Norske Veritas,2002.
  • 7Neubecker S R, Randolph M F. Profile and frictional capac-ity of embedded anchor chain [ J]. Geotechnical Engineer- ing : Eng Div, ASCE, 1995,121 ( 11 ) : 787 - 803.
  • 8Thorne C P. Penetration and load capacity of marine drag anchors in soft clay [ J ]. Journal of Geotechnical and Geo- environmental Engineering, ASCE, 1998, 124 ( 10 ) : 945 -953.
  • 9Bransby M F,O' Neill M P. Drag anchor fluke-soil inter- action in clays[ C]//Proc Int Syrup on Numerical Models in Geomechanics ( NUMOG Ⅶ ) ,Graz,Austria, 1999:489 - 494.
  • 10Belytschko T, Liu W K, Moran B. Nonlinear Finite Ele- ments for Continua and Structure [ M ]. New York: John Wiley & Sons Ltd,2000.

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