期刊文献+

土工动力离心模型试验研究进展 被引量:29

A REVIEW ON DEVELOPMENT OF GEOTECHNICAL DYNAMIC CENTRIFUGAL MODEL TEST
下载PDF
导出
摘要 由于土工动力离心模型试验的优越性,欧美、日本等一些国家相继发展不同种类的土工离心机振动台系统。土工动力离心模型试验研究的不断深入,推动与之相关的振动台模型箱的发展。介绍各种土工离心机振动台系统的特点和工作原理;对比国内研制的土工离心机振动台系统的主要技术指标,介绍各种模型箱的特点和适用范围。从土工动力离心模型试验的研究范围、研究内容和研究深度等方面概述自离心机振动台应用于岩土工程以来,世界范围内土工动力离心模型试验的研究进展。 Since 1980s,geotechnical dynamic centrifugal model test has been gradually developed all over the world.Because of the virtues of geotechnical dynamic centrifugal model test,a variety of shaking table systems for geotechnical centrifuge were invented in Europe,America,Japan and other countries.With the development of the geotechnical dynamic centrifugal model test,different kinds of shaking table containers were also created at the same time.The development of the shaking table systems for geotechnical centrifuge,the parameters of the shaking tables for centrifuge in China,and the characteristics and application of shaking table containers were mainly described.Simultaneously,the development of the geotechnical dynamic centrifugal model test was introduced including its study range,depth and content.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第z2期4026-4033,共8页 Chinese Journal of Rock Mechanics and Engineering
基金 清华大学基础研究基金资助项目(JC2002007)
关键词 土力学 离心机 振动台 离心模型试验 soil mechannics centrifuge shaking table centrifugal model test
  • 相关文献

参考文献56

  • 1[1]Taylor R N.Geotechnical Centrifuge Technology[M].Glasgow,UK:Blackie Academic and Professional,1995.168-169.
  • 2[3]Bolton M D,Steedman R S.Centrifuge testing of microconcrete retaining walls subjected to base shaking[A].In:Proceedings of the International Conference on Soil Dynamics and Earthquake Engineering[C].Rotterdam:A.A.Balkema,1982.311-330.
  • 3[4]Kutter B L.Deformation of centrifuge models of clay embankments due to"bumpy road"earthquakes[A].In:Proceedings of the International Conference on Soil Dynamics and Earthquake Engineering[C].Rotterdam:A.A.Balkema,1982.331-349.
  • 4[5]Kimura T,Takemura J,Saitoh K.Development of a simple mechanical shaker using a cam shaft[A].In:Proc.of Centrifuge(88[C].Paris,France:A.A.Balkema,1988.107-110.
  • 5[6]Zelikson A,Leguay P,Pascal C.Centrifugal model comparison of pile and raft foundations subjected to earthquakes[A].In:Proceedings of the International Conference on Soil Dynamics and Earthquake Engineering[C].Rotterdam:A.A.Balkema,1982.283-289.
  • 6[7]Arulanandan K,Canclini J,Anandarjah A.Simulation of earthquake motions in the centrifuge[J].Journal of the Geotechnical Division,ASCE,1982,108(5):730-742.
  • 7[8]FujⅡ N.Development of an electromagnetic centrifuge earthquake simulator[A].In:Proc.of Centrifuge(91[C].Rotterdam:A.A.Balkema,1991.351-354.
  • 8[9]Ortiz L.A,Scott R F,Lee J.Dynamic centrifuge testing of a cantilever retaining wall[J].Earthquake Engineering and Structural Dynamics,1983,11:251-268.
  • 9[10]Kimura T,Takemura J,Saitoh K.Development of an electro-hydraulic centrifuge earthquake simulator[A].In:Proc.of Centrifuge'88[C].Paris,France:A.A.Balkema,1988.103-106.
  • 10[11]Ketchman S A,Ko H Y Sture S.Performance of an earthquake motion simulator for a small geotechnical centrifuge[A].In:Proc.of Centrifuge(91[C].Rotterdam:A.A.Balkema,1991.361-368.

同被引文献299

引证文献29

二级引证文献182

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