期刊文献+

新建深基坑对已建地铁工程的影响分析 被引量:2

Analysis of Interaction Between Deep Foundation and Subway Project
下载PDF
导出
摘要 在缺少相关工程经验的情况下,为解决新建深基坑对已建地铁工程的影响,本文借助三维数值计算的方法,对这一问题进行了分析。结果表明利用三维数值计算方法可以对工程状况作合理判断,计算结果可以作为实际工程的设计参考,并对新建深基坑对已建地铁工程的影响作出合理评价。 Being lack of experience, in order to solve the problem of interaction between deep foundation and subway project, the three-dimensional numerical method was used. Through numerical calculations, the distinctions of the project can be reasonably determined. The calculation results can be used as reference for design and the influence can be properly evaluated.
出处 《广州建筑》 2010年第3期15-18,共4页 GUANGZHOU ARCHITECTURE
关键词 基坑支护 地铁工程 盾构隧道 数值计算 Key words: foundation exacavation subway project shield tunnel numerical calculation
  • 相关文献

参考文献5

二级参考文献18

  • 1刘国琦,杜文库.我国地铁施工技术的发展及展望[J].施工技术,1996,25(1):6-7. 被引量:14
  • 2李术才,朱维申,陈卫忠.小浪底地下洞室群施工顺序优化分析[J].煤炭学报,1996,21(4):393-398. 被引量:45
  • 3仝学让 吴波 高波 等.深圳地铁大-科区间隧道水平旋喷预加固力学效果研究[J].铁道工程学报,2002,:55-59.
  • 4周振强,沈尧兴,吴波.深圳地铁大-科区间施工技术[J].铁道工程学报,2002,(增):150-154.
  • 5[7]Soliman E, Duddeck H, Ahrens H. 2D and 3D analysis of closely spaced double tunnel[J]. Tunneling and Underground Space Technology, 1993, 8(1): 13~18
  • 6Peck R B. Deep excavations and tunnelling in soft ground[A]. In:Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering[C]. Mexico City:Sociedad Mexicana de Mecanica de Suelos,A. C,1969. 225-290.
  • 7Mair R J,Taylor R N. Bored tunnelling in the urban environment[A]. In:Proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering(Vol.4)[C]. Hamburg:Balkema,1997. 2 353-2 385.
  • 8Lee K M,Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils:part I-methods of analysis[J]. Computers and Geotechnics,1990,2(2):87-110.
  • 9Lee K M,Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils:part II-results[J]. Computers and Geotechnics,1990,2(2):111-138.
  • 10Lee K M,Rowe R K,Lo K Y. Subsidence owing to tunnelling. I. estimating the gap parameter[J]. Canadian Geotechnical Journal,1992,29(1):929-940.

共引文献257

同被引文献9

引证文献2

二级引证文献24

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