期刊文献+

从实测数据判断箱筒型结构在风浪作用下的稳定性 被引量:5

Judging Stability of Caisson-cylindrical Structure under the Action of Big Waves from the Measured Data
下载PDF
导出
摘要 箱筒型结构是一种新型的防波堤结构。通过土压力、孔隙水压力、振动、波浪、十字板等数据,对箱筒结构在大风浪作用下的稳定性进行了综合分析,得出在大风浪作用下箱筒稳定的结论。该结构适用于软土地基,工程费用低,建设速度快。 Caisson-cylindrical structure is a new type of breakwater structure. Through the measured data of soil pressure and pore water pressure, vibration, wave pressure, vane strength, etc, this paper synthetically analyzes the stability of the new structure in the big waves, concluding that caisson-cylindrical structure is stable in big waves. This structure is suitable for soft soil foundation with an advantage of a lower engineering cost and a faster construction speed.
出处 《中国港湾建设》 北大核心 2010年第2期21-24,共4页 China Harbour Engineering
关键词 箱筒型结构 土压力 孔隙水压力 振动 波浪力 caisson-cylindrical structure soil pressure pore water pressure vibration wave pressure
  • 相关文献

参考文献2

  • 1喻志发,解林博.天津港南疆东部港区北围埝工程(二标段箱筒工程)检测报告[R].天津港湾工程质量检测中心有限公司,2007,12.
  • 2喻志发,解林博.天津港防波堤箱筒型基础结构检测报告[R].天津港湾工程质量检测中心有限公司,2008,2.

同被引文献26

  • 1闫澍旺,刘润,范期锦,谢世楞.Stability of the Guiding Dike in Yangtze Estuary Under the Wave Load[J].China Ocean Engineering,2005,19(4):659-670. 被引量:6
  • 2吴凤亮,李伟.箱筒型基础防波堤结构的沉降量分析[J].国防交通工程与技术,2006,4(4):39-42. 被引量:10
  • 3彭增亮.箱筒型基础结构气浮拖航的稳性计算[J].中国港湾建设,2007,27(1):15-19. 被引量:11
  • 4Tanimoto Katsutoshil, Endoh Hiroshil, et al. Field Experiments on a Dual Cylindrical Caisson Breakwater [J]. Proceedings of the Coastal Engineering Conference, 1993 (2) : 1 625-1 638.
  • 5Ojima Roshil, Kawai Noriakil ,et al. Development of the Double Cylinder Caisson Breakwater[C]//Coastal Zone:Proceedings of the Symposium on Coastal and Ocean Management. Coastlines of Japan II, 1993 : 226-240.
  • 6Uwabe Tatsuol ,Osada Makotol ,et al. Shaking Table Tests for Hydrodynamic Pressure Acting on Double Cylindrical Caisson Type Breakwater in the Deep Sea [J]. NIST Special Publication, 1991 (820):319-331.
  • 7喻志发,杨京方,李立新.深水防波堤的地基处理新尝试[C]//全国超软土地基排水固结与加固技术研讨会论文集.2010:131-136.
  • 8赵晓龙,孙永福.RTK与测深联合技术及其在近海工程勘查中的应用[J].海岸工程,2007,26(3):47-54. 被引量:3
  • 9XIAO Zhong, WANG Yuan-zhan, ZHANG Zhi-kai, et al. A simplified method for vertical beating capacity of bucket foundation breakwater under wave load[C]// The 2nd International Conference on Mechanic Automation and Control Engineering, Inner Mongolia, IEEE press, 2011: 2839 - 2842.
  • 10American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms[S]. Washinon D C: API Publishin Services. 2000.

引证文献5

二级引证文献26

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