期刊文献+

法向承力锚(VLA)——一种适用于深海工程的新型系泊基础 被引量:9

Vertically loaded anchor, a new type of mooring foundations for deep-water offshore engineering
下载PDF
导出
摘要 深水系泊基础是深水系泊系统的重要组成,随着海洋油气资源开发的加速发展,深水系泊系统的关键技术成为国际海洋油气资源开发的重要研究领域。法向承力锚(VLA)是一种崭新的适用于深海油气资源开发的系泊基础形式,论文对其应用、性能特点、工作原理、安装与回收以及计算分析方法等进行了全面介绍,以期对科研人员进一步认识深水系泊系统的关键技术有所帮助,并对国内深水系泊系统的研发起到一定的借鉴作用。 Mooring foundations are important parts of a mooring system in deep-water offshore engineering. With the rapid exploitation of ocean resources especially of oil and gas, the key techniques of deep-water mooring system are becoming more and more important over the world. The vertically loaded anchor (VLA) is a new type of mooring foundations for deep-water exploitation of ocean resources. The application, performance, working mechanism, installation and reuse, and computational method are briefly described in this paper. It is expected that the paper is helpful to researchers to understand further the updated key techniques of deep-water mooring system of the world, and hence it can stimulate the research and development of our domestic deep-water mooring system.
出处 《海洋技术》 2005年第3期78-82,87,共6页 Ocean Technology
基金 国家自然科学基金资助项目(50379032)
关键词 海洋工程 深水系泊系统 系泊基础 法向承力锚 Offshore engineering Deep-water mooring system Mooring foundation Vertically loaded anchor
  • 相关文献

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.
  • 2Martin CM and Randolph MF. Application of The Lower and Upper Bound Theorems of Plasticity to Collapse of Circular Foundations. Computer Methods and Advances in Geomechanics, Tuscon, Arizona, 2: 1417-1428, 2001.
  • 3Neubecker SR and Randolph MF. The Performance of Drag Anchor and Chain Systems in Cohesive Soil. Marine Georesources and Geotechnology, 1996, 14: 77-96.
  • 4Bransby MF and O'Neill MP. Drag Anchor Fluke-soil Interaction in Clays. NUMOG VII International Symposium on Numerical Models in Geomechanics, Graz, Austria, 1999.
  • 5Rowe RK and Davis EH. The Behavior of Anchor Plates in Clay. Geotechnique, 1982, 32(1): 9-23.
  • 6Vryhof Anchors. Anchor Manual 2000. Krimpen ad Yssel, The Netherlands, 1999.

同被引文献61

  • 1徐蓉,何炎平,谭家华.几种新型深海锚泊形式概念[J].中国海洋平台,2005,20(2):30-33. 被引量:8
  • 2刘海笑,杨晓亮.法向承力锚极限抗拔力特性[J].海洋工程,2006,24(4):8-14. 被引量:13
  • 3Murff 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.
  • 4Vryhof Anchors. Anchor Manual 2005 [M]. Krimpen, ad YJssel, The Netherlands.
  • 5Elkhatib S, Lonnie B, Randolph MF. Installation and pull-out capacities of drag-in plate anchors [A]. Proceedings of the 12^th International Offshore and Polar Engineering Conference [C]. Kitakyushu, Japan, May 26-31, 2002: 648-654.
  • 6O'Neill MP, Randolph MF, Neubecker SR. A novel procedure for testing model drag anchors[A]. Proceedings of the 7^th International Offshore and Polar Engineering Conference [C]. Honolulu, Hawaii, USA, 1997(1): 939-945.
  • 7O' Neill M P , Bransby M F & Randolph M F. Drag anchor fluke-soil interaction in clays [J]. Canadian Geotechnical Journal, 2003, 40: 78-94.
  • 8Das BM, Moreno R,Dallo KF. Ultimate pullout capacity of shallow vertical anchors in clay [J]. Soils and Foundations, 1985, 25(2): 148-152.
  • 9Das BM,Puri VK. Holding capacity of inclined square plate anchors in clay [J]. Soils and Foundations, 1989, 29(3): 138-144.
  • 10Das B M,Puri V K.Holding capacity of inclined square plate anchors in clay[J].Soils and Foundations,1989,29(3):138-144.

引证文献9

二级引证文献43

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部