期刊文献+

快速路地道下穿地铁高架区间影响分析

Analysis on Influence of Expressway Tunnel Passing under Subway Viaduct
下载PDF
导出
摘要 为了保证安全和满足使用要求,地铁工程对沉降、变形要求非常严格,新建市政地道下穿地铁高架区间必须考虑基坑开挖的影响,进而制定相应的监测和保护措施。以青岛风河快速路地道下穿青岛地铁13号线高架区间为案例,分析了基坑开挖对高架结构的影响分析,为青岛地区上土下岩地质条件下的类似工程提供了有益参考。 In order to ensure the safety and to meet the using requirement,the settlement and deformation are very strictly required for the subway engineering.The impact of foundation pit excavation must be considered in the newly built municipal tunnel passing under the subway viaduct,and then the corresponding monitoring and protection measures should be formulated.Taking the tunnel of Tsingtao Fenghe Expressway passing under the viaduct of Tsingtao Metro Line 13 as an example,the influence of excavation on the viaduct structure is analyzed,which provides a useful reference for similar projects under the geological conditions in Tsingtao Area.
作者 张佃仁 张刚 彭慧 ZHANG Dianren;ZHANG Gang;PENG Hui
出处 《城市道桥与防洪》 2022年第2期226-228,M0020,共4页 Urban Roads Bridges & Flood Control
关键词 地道 开挖 地铁 高架 tunnel excavation subway viaduct
  • 相关文献

参考文献4

二级参考文献30

  • 1Ou C Y, Hsieh P G, Chiou D C. Characteristics of ground surface settlement during excavation [ J ]. Canadian Geotechnical Journal, 1993,30(5) :758-767.
  • 2Liu G B, Ng C W W, Wang Z W. Observed performance of a deep multistrutted excavation in Shanghai soft clays [ J ]. Journal of Geotechnical and Geoenvironmental Engineering, 2005,131 ( 8 ) : 1004-1013.
  • 3Caspe M S. Surface settlement adjacent to braced open cuts [ J]. Journal of Soil Mechanics and Foundations Division, 1966,92(4) :51-59.
  • 4Mana A I, Clough G W. Prediction of movements for braced cuts in clay [ J ]. Journal of the Geotechnical Engineering Division, 1981,107 (6) :759-777.
  • 5Terzaghi K. Theoretical soil mechanics [ M ]. New York: John Wiley & Sons, 1943.
  • 6雷阳.基坑开挖对邻近建筑物影响的数值分析[D].天津:天津大学,2006.
  • 7PAN J L,GOH A T C,WONG K S.Three-dimensional analysis of single pile response to lateral soil movements[J].International Journal For Numerical and Analytical Methods in Geomechanics,2002,26:747-758,
  • 8POULOS H G,CHEN L T.Pile response due to unsupported excavation-induced lateral soil movement[J].Canadian Geotechnical Journal,1996,33(6):670-677.
  • 9上海市市政工程管理局.SZ-08-2000上海地铁基坑工程施工规程[S].上海:[s.n.],2000.
  • 10陈雨孙,周红.纯摩擦桩荷载一沉降曲线的拟合方法及其工作机理[J].岩土工程学报,1987,9(2):49-60.

共引文献199

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