期刊文献+

快速筑堤技术——鲎式轻质堤坝的结构和筑堤方法

Technique of fast construct embankment——the structure and construct method for light character dykes and dams of the king crab style
下载PDF
导出
摘要 针对软基堤坝稳定性差,容易沉陷滑移,土石方堆不上,工期长,无法快速施工等问题,提出了鲎式轻质堤坝结构和筑堤方法,又称“松垒筑堤法”。它减轻了易沉陷部位的质量,均衡堤坝荷重,增强整体稳定性,提高强度,使堤坝与地基溶为一体,消除了堤坝的不均匀沉降;是一种在软弱地基上应用仿生结构的筑堤方法。 There are many problems for the dykes and dams constructing at the pliable foundation, such as bad stabilities, easy to produce sinking and slides, difficult to stack up the earthwork, long construction period, unable to build fast and so on, therefore the structure and method for light character dykes and dams of king crab style was proposed, which is also called the embankment law of pine constructing. It eased the weight of place easily to cave, equilibrated the weight of dykes and dams, heightened the entire stability and lifted the intensity,caused the dykes and dams to be the unified with the ground,and eliminated the subsiding. It is a good method to construct the embankment on feeble ground with the bionical composition.
出处 《海洋学研究》 北大核心 2006年第B07期83-90,共8页 Journal of Marine Sciences
基金 浙江省自然科学基金资助项目(59957 M503164)
关键词 软基筑堤 轻质硬壳堤坝 仿生鲎式结构 embankment constructing on pliable foundation the light character hard shell dykes and dams bionical king crab style composition
  • 相关文献

参考文献16

  • 1Brugger P J.Numerical analysis of the breakwater construction of Sergipe Harbour,Brazil[J].Can Geotech J,1998,35 (1):1 018~1 031.
  • 2Yang Q S,Poorooshsb H B.Seabed response to wave loading[A].Proceeding of the International Offshore and Polar Engineering Conference[C].Golden:CO,USA,1997.689~695
  • 3Anon.Earthmoving problems for the volte grand dam[J].International Construction,1974,13 (6):25,28~33.
  • 4Wagener F.The use of dynamic replacement and slurry cut-off key for dam construction on soft organic alluvium[J].Geotechnics in the African environment,1991,(1):313~320.
  • 5Shin EC,OH YI(UnivIncheon,Dept Civil & Environm Syst Engn,117 Dowha Dong/Inchon//South Korea).Analysis of geotextile tube behaviour by large-scale field tests[J].Geosynthetics international,2003,10 (4):134~141.
  • 6陶松垒,金伟良,傅军.一种新型筑堤结构──轻质硬壳堤坝[J].海岸工程,1998,17(4):34-40. 被引量:10
  • 7Wallace B J,Hilton J I.Foundation practices for talbingo dam,Australia (Report Number:No Sm 10)[J].ASCE Journal of Soil Mechanics Division,1998,98:1 081~1 098.
  • 8陶松垒 陶钧炳.鲎式轻质堤坝结构和方法[P].中国发明专利,200410055468.7.2004-08-06.
  • 9Skempton A W,Bishop A W.The gain in stability due to pore pressure dissipation in a soft clay foundation Intl Congress Large Dams Trans/Fr/[J]./5th Congress,Paris,1995,I:613~638.
  • 10NAGAYAMA ISAO,OTAMICHIO,et al.Experimental examination on effects of replacement method for foundation rock of gravity concrte dam[J].Technical Memorandum of Public Works Research Institute,1996,(3421):54.

二级参考文献11

共引文献32

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