期刊文献+

穿越钱塘江大堤的顶管工程施工技术 被引量:2

Pipe Jacking Construction Technology of Traversing Qiantang River Embankment
下载PDF
导出
摘要 顶管施工穿越江河大堤具有一定的技术风险和难度。结合杭州市七格污水处理厂污水排江工程,介绍了顶管穿越钱塘江大堤的成功实践,分析了顶管施工可能引起的大堤沉降量,并据此采取了一系列施工技术措施,以减小对大堤的影响。结果表明,各项措施的实施有效保证了工程的顺利施工。 It is very difficult to traverse river embankment by pipe jacking construction. Combined with the river discharge project of wastewater from Hangzhou Qige WWTP, the successful experience of traversing the Qiantang River embankment by pipe jacking construction is introduced. The embankment settlement possibly caused by pipe jacking construction was analyzed, and a series of technical measures were taken to reduce the influence on the embankment. The results show that the implementation of the measures effectively ensures the successful completion of the project
出处 《中国给水排水》 CAS CSCD 北大核心 2009年第8期95-97,103,共4页 China Water & Wastewater
基金 浙江省建设科研和推广项目(08-004)
关键词 顶管 大堤 沉降 施工控制 pipe jacking embankment settlement construction control
  • 相关文献

参考文献6

二级参考文献23

  • 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:13
  • 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:146
  • 3李卓球,陈建中,杨粤.大口径玻璃钢夹砂管的顶力分析与应用[J].中国给水排水,2005,21(5):98-100. 被引量:10
  • 4上海市市政工程管理局.软土市政地下工程施工技术手册[M].,1991..
  • 5SHIMADA S,MATSUI K.Seepage behavior of mud slurry on soil around pipe in using pipe jacking[J].Journal of the Mining and Institute of Japan Materials Processing,1997,113(9):669-676.
  • 6Peck 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.
  • 7Attewell 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.
  • 8Sagaseta C.Analysis of undrained soil deformation due to ground loss[J].Geotechnique,1987,37(3):301-320.
  • 9Verruijt A,Booker J R.Surface settlements due to deformation of a tunnel in an elastic half plane[J].Geotechnique,1996,46(4):753-756.
  • 10Loganathan 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.

共引文献100

同被引文献16

引证文献2

二级引证文献7

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