期刊文献+

北京深埋暗挖地下工程施工及设计方法构思 被引量:2

Study on design and construction methods for deeply buried tunnels in Beijing
在线阅读 下载PDF
导出
摘要 针对北京深埋暗挖地下工程的关键问题,构思城市深埋暗挖地下工程施工及设计方法。提出以新意法为主体,充分借鉴浅埋暗挖法的现有技术,将新意法与浅埋暗挖法的设计思想相结合,形成一种深埋暗挖地下工程的综合施工方法。即以新意法的超前加固核心土为基础,安全评估阶段需要采用双控标准(超前核心土的变形和既有结构的变形);设计及施工阶段,对于区间隧道采用全断面超前加固,全断面开挖;对于大断面车站结构采用超前加固,分断面开挖。监控量测阶段,需要监测超前核心土的预收敛变形和挤出变形、既有结构的变形、孔隙水压力等信息,并根据监测信息及时调整施工措施和地下水控制方法。该构设思路理论上适用于北京深埋暗挖地下工程的构筑。 Aimed at eliminating key problems arising out of deeply buried tunnels in Beijing,this paper features framework for design and construction methods tailored to cities.The paper introduces a novel integrated construction method for deeply buried tunnel construction,dominated by ADECO-RS method,based on reference from state of the art technology of shallow tunneling operation in Beijing,and combined with shallow tunneling approaches currently available.The specific combination centred around advance core soil defined by the ADECO-RS method as the basis consists of the three following stages.Safety assessment stage means the necessity of imposing double control standard,including both the advance core soil deformation and the existing structure deformation;design and construction stage necessitates the adoption of full face advance reinforcement and full section excavation method for the interval tunnel between stations and bench section excavation method for large section subway station;the monitoring and measuring stage involves the necessity of measuring the advance core pre-convergence deformation and extrusion deformation,the existing structure deformation,and pore water pressure,along with timely adjusting the construction measures and groundwater control method based on the monitoring information.The method proves theoretically suited to deeply buried tunnels in Beijing.
出处 《黑龙江科技学院学报》 CAS 2012年第4期414-419,432,共7页 Journal of Heilongjiang Institute of Science and Technology
基金 北京市教育委员会科技发展计划重点项目(KZ200910005009)
关键词 深埋地下工程 浅埋暗挖法 新意法 施工 设计 deeply buried tunnel shallow tunneling method ADECO-RS construction design
  • 相关文献

参考文献11

二级参考文献18

  • 1王正松,孙铁成,高波.全断面预加固隧道施工工法(新意法)[J].铁道标准设计,2007,27(z1):170-173. 被引量:24
  • 2高新强,仇文革,关宝树.新建铁路隧道动态设计系统的构思[J].铁道标准设计,2004,24(8):44-47. 被引量:9
  • 3肖广智,魏祥龙.意大利岩土控制变形(ADECO-RS)工法简介[J].现代隧道技术,2007,44(3):11-15. 被引量:32
  • 4孙兆远,罗琼,耿伟,张念.铁路客运专线大断面隧道开挖方法选择[J].隧道建设,2007,27(A01):9-15. 被引量:18
  • 5[2]Pietro Lunardi.The design and construction of tunnels using the approaeh based on the analysis of controlled deformation in rocks and soils[J].Tunnels & Tuunding International ADECO-RS Approach,2000(5):3-30.
  • 6[3]P.Lunardi,R.Bindi.The evolution of reinforcement of the advance core using fibre glass elements for short and long term stability of tunnels under difficult sliess-straiu conditions:design,technologies and operating methods[C]//Progress in Tunnelling after 2000:Proceedings of the AITES-ITA 2001 World Tunnel Congress Milan-Italy 10th-13th June 2001.Volume Ⅱ.Bologna:PATRON EDITORE,2001:309-322.
  • 7[4]P.Lunardi.The ADECO-RS Approach in the design and construction of the Rome to Naples high speed railway line:a comparison between final design specifications,conshruction design and"as-built"[C]//Progress in Tunnelling after 2000:Proceedings of the AITES-ITA 2001 World Tunnel Congress Milan-Italy 10th-13th June 2001.Vdume Ⅲ.Bologna:PATRON EDITORE,2001:329-340.
  • 8[5]P.Lunardi,C.Silva,A.Focracci.The Bologna to Florence high speed railway line:92km through the Appennines[C]//Progress in Tunnelling after 2000:Proceedings of the AITES-ITA 2001 World Tunnel Congress Milan-Italy 10th-13th June 2001.Volume Ⅲ.Bologna:PArIRON EDITORE,2001:341-351.
  • 9[6]P.Gattinoni,M.Papini,L.Seesi.Geologic risk in underground works[C]//Progress in Tunnelling after 2000:Proceedings of the AITES-ITA 2001 World Tunnel Congress Milan-Italy 10th-13th 2001.Volume Ⅰ.Bologna:PATRON EDITORE,2001:309-318.
  • 10[2]Frederic L.Pellet,Time dependent Behaviour of Rock related to Underground Construction[R],ISRM Lecture Tour 2006.

共引文献91

同被引文献10

引证文献2

二级引证文献3

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