期刊文献+

某大跨度地下厂房开挖过程变形监测研究 被引量:1

Study on deformation monitoring of large span underground powerhouse during excavation process
下载PDF
导出
摘要 结合白山水电站抽水蓄能工程地下厂房施工实例,介绍了地下厂房开挖过程中的变形现场监测过程。监测地下厂房变形的仪器包括多点位移计和收敛计。随着同一施工层的继续向前开挖,引起地应力的进一步释放,导致地下厂房岩壁的向内移动,现场变形观测数据对于及时修改支护参数和开挖计划起到了关键的作用。 In combination with a practical construction project of pumped storage system of Baishan hydropower station, the deformation monitoring of large span powerhouse during excavation process is introduced in this paper. The monitoring instruments include multi-point displacement meter and convergence meter. With continuous advancing of excavation in the same construction layer, the ground stress is further released,the inward movement of rock walls of the under- ground powerhouse results,and the site deformation monitoring data play key roles in timely modifying support parameters and excavation plan.
出处 《工程建设》 2008年第6期1-5,共5页 Engineering Construction
基金 国家自然科学基金资助项目(批准号:10472025)
关键词 地下厂房 开挖过程 变形监测 多点位移计 收敛 underground powerhouse excavation process deformation moni-toring multi - point displacement meter convergence
  • 相关文献

参考文献8

二级参考文献41

共引文献92

同被引文献17

  • 1宋宏伟,贾颖绚,段艳燕.开挖中的围岩破裂性质与支护对象研究[J].中国矿业大学学报,2006,35(2):192-196. 被引量:21
  • 2陈梦德.高地应力地区岩体变形性质探讨[J].水电站设计,1987,(2):100.
  • 3HIBINO S,MOTOJIMA M.Characteristic behavior ofrock mass during excavation of large caverns[C]//Proceedings of the 8th ISRM Congress.Tokyo:A.A.Balkema,1995:583-586.
  • 4JING Lan-ru.Formulation of discontinuous deformationanalysis(DDA)-An implicit discrere element model forblock systems[J].Engineering Geology,1998,49(3-4):371-381.
  • 5JIANG Yu-jing,LI Bo,YAMASHITA Yuji.Simulation ofcracking near a large underground cavern in adiscontinuous rock mass using the expanded distinctelement method[J].International Journal of RockMechanics&Mining Sciences,2009,46(1):97-106.
  • 6GOLSHANI A,ODA M,OKUI Y,et al.Numericalsimulation of the excavation damaged zone around anopening in brittle rock[J].International Journal of RockMechanics&Mining Sciences,2007,44(6):835-845.
  • 7EXADAKTYLOST G E,TSOUTRELISJ C E.Pillarfailure by axial splitting in brittle rocks[J].InternationalJournal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1995,32(6):551-562.
  • 8中国水电顾问集团成都勘测设计研究院.锦屏一级水电站可行性研究报告[R].成都:中国水电顾问集团成都勘测设计研究院,2008.
  • 9陈景涛,冯夏庭.高地应力下硬岩的本构模型研究[J].岩土力学,2007,28(11):2271-2278. 被引量:15
  • 10彭琦,王俤剀,邓建辉,谢和平,汤荣,高鹏.地下厂房围岩变形特征分析[J].岩石力学与工程学报,2007,26(12):2583-2587. 被引量:40

引证文献1

二级引证文献2

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