期刊文献+

钻越高速公路电缆隧道方案的比选及设计

Comparison and design of cable tunnel schemes for drilling through the expressway
下载PDF
导出
摘要 以某电缆隧道钻越高速公路工程为例,提出了2种钻越方案,通过方案比选,推荐采用顶管方案。进行了顶管关键环节设计,得出顶管方案的各项指标符合要求,在技术上可行。 Taking a cable tunnel drilling through the expressway project as an example,two schemes are put forward.The pipe jacking scheme is recommended by the scheme comparison.Not only the indexes of the pipe jacking scheme meet the requirements,but also itJ s technically feasible by designing the key link.
作者 安忠海 王文明 郑和华 滕雪松 An Zhonghai;Wang Wenming;Zheng Hehua;Teng Xuesong(Shandong Electric Power Engineering Consulting Institute Co. , Ltd, Jinan 250013 , China)
出处 《山西建筑》 2017年第30期168-170,共3页 Shanxi Architecture
关键词 电缆隧道 钻越 高速公路 顶管 沉降 cable tunnel drilling through expressway pipe jacking settlement
  • 相关文献

参考文献2

二级参考文献18

  • 1陈枫,胡志平.盾构偏航引起的地表位移预测[J].岩土力学,2004,25(9):1427-1431. 被引量:14
  • 2姜忻良,赵志民,李园.隧道开挖引起土层沉降槽曲线形态的分析与计算[J].岩土力学,2004,25(10):1542-1544. 被引量:151
  • 3Peck R B.Deep excavations and tunneling in soft ground[A].Proceeding of 7th International Conference on Soil Mechanics and Foundation Engineering[C].Mexico City:State of the Art Report,1969.225-290. 被引量:1
  • 4Attewell P B,Woodman J P.Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil[J].Ground Engineering,1982,15(8):13-20,36. 被引量:1
  • 5Sagaseta C.Analysis of undrained soil deformation due to ground loss[J].Geotechnique,1987,37(3):301-320. 被引量:1
  • 6Verruijt A,Booker J R.Surface settlements due to deformation of a tunnel in an elastic half plane[J].Geotechnique,1996,46(4):753-756. 被引量:1
  • 7Loganathan N,Poulos H G.Analytical prediction for tunneling-induced ground movement in clays[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846-856. 被引量:1
  • 8O'Reilly M P,New B M.Settlements above tunnels in the United Kingdom-their magnitude and prediction[A].Proceedings,Tunneling'82[C].London:Institution of Mining and Metallurgy.[s.l.]:[s.n.].1982.137-181. 被引量:1
  • 9Lee K M,Rowe R K,Lo K Y.Subsidence owing to tunneling Ⅰ:Estimating the gap parameter[J].Canadian Geotechnical Journal,1992,29:929-940. 被引量:1
  • 10Sagaseta C.Author's reply to Schmidt[J].Geotechnique,1988,38(4):647-649. 被引量:1

共引文献86

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