期刊文献+

砂土地震液化大变形防治技术 被引量:2

Technique of Ground Improvement Against Seismic - Induced Large Ground Displacement
下载PDF
导出
摘要 地震液化导致的大变形常会使结构产生十分严重的破坏,因此对潜在液化的地基必须进行处理。本文分析了大变形产生的机理、破坏形式并提出了相应加固措施。 Catastrophic damages to the ground structures can be caused by large ground deformation due to seismic liquefaction. Therefore liquefiable ground in earthquake must be improved. This paper analyzes the mechanism of large ground deformation and presents the related measures.
作者 余亦勤
出处 《现代交通技术》 2005年第6期1-3,7,共4页 Modern Transportation Technology
基金 国家自然科学基金项目(59809004)
关键词 地震液化 大变形 防治技术 seismic liquefaction large ground displacement ground improvement method
  • 相关文献

参考文献4

  • 1刘惠珊,徐凤萍,李鹏程,侯忠良.液化引起的地面大位移对工程的影响及研究现状[J].特种结构,1997,14(2):47-50. 被引量:25
  • 2[3]Yaduda,S.,Nagase,H.,and KiKu,H.(1992)."Appropriate Countermeasures against Permanent Ground Displacement due to Liquefaction," Proc.,10th World Conf.On Earthquake Engineering.Held in Madrid,spain,on 19 ~ 24 July,Balkema,Rotterdam,pp.1471 ~ 1476.
  • 3[5]Iai,S.,Noda,S.and Tsuchida,H.(1988)."Basic Consideration for Designing the Area of the Ground Compaction as a Remedial Measure Against Liquefaction" Proc.,U.S.-Japan Joint Workshop on Remedial Measures for Liquefiable Soils,U.S.-Japan Panel on Wind and Seismic Effects,UJNR,Jackson,Wyoming,May 11 ~ 13.
  • 4[6]Liu,L.and Dobry,R.(1997)."Seismic Response of Shallow Foundation on Liquefiable Sand," J.Geotech.and GeoEnv.Engry.,ASCE,Vol.123,No.6,June.557~567.

共引文献24

同被引文献9

引证文献2

二级引证文献1

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