• DocumentCode
    2458222
  • Title

    Growth-curve characteristic of tunnel wall rock stable deformation

  • Author

    Li, Xianmin ; Wang, Mengshu ; Liang, Yanhui

  • Author_Institution
    Sch. of Civil Eng. of Beijing, Jiaotong Univ., Beijing, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    4087
  • Lastpage
    4091
  • Abstract
    Through analysis to the tunnel monitoring measurement data of surrounding rock deformation near the tunnel portal, it is gained that the deformation curve of tunnel ground subsidence, arch crown settlement and perimeter deflection having obvious stage characteristic. At the same time, by nonlinear regression analysis to deformation curve of surrounding rock, it is also gained that the nonliear regression equations of “models of growth” which is fit for the deformation of surrounding rock, all these provide the basis for forcasting the deformation rule and final deformation of surrounding rock and for raising the informative tunnel construction level.
  • Keywords
    construction; nonlinear equations; regression analysis; rocks; tunnels; deformation curve; growth-curve characteristic; nonlinear regression analysis; nonlinear regression equations; tunnel construction; tunnel ground subsidence; tunnel monitoring measurement; tunnel portal; tunnel wall rock stable deformation; Mathematical model; Monitoring; Presses; Rail transportation; Regression analysis; Rocks; Tunneling; deformation of surrounding rock; models of growth; monitoring measurement; nonlinear regression analysis; tunnel portal;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965218
  • Filename
    5965218