• DocumentCode
    3225610
  • Title

    The research of different convergence models by shallow tunneling

  • Author

    Wei Xinjiang ; Chen Weijun ; Wei Gang ; Zhou Yang

  • Author_Institution
    Coll. of Civil Eng. & Archit., Zhejiang Univ., Hangzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2787
  • Lastpage
    2791
  • Abstract
    Based on the five convergence models for shallow tunneling, the settlement formulas of deep soil for oval convergent model and simplified top model were deduced. The results of five kinds of convergence models were compared by two examples. The results show that: The impact of soil friction angle on the settlement could not take into consideration in the oval convergent model and simplified top model. The settlement calculated by uniform convergence model was less than uneven convergence model. The uniform convergence model was one part of the oval convergence model when their parameters were the same. The oval convergence model could better predict soil settlement. The settlement laws of oval convergence model could be obtained that with the increasing of soil depth, the settlement above tunnel axis increased first and then decreased, and when the distance between soil and tunnel axis increased, the soil settlement would gradually decreased.
  • Keywords
    geotechnical engineering; soil; tunnels; deep soil settlement formula; oval convergence model; oval convergent model; settlement laws; shallow tunneling; simplified top model; soil depth; soil friction angle; tunnel axis; uneven convergence model; uniform convergence model; Civil engineering; Convergence; Educational institutions; Rocks; Soil; Stochastic processes; Tunneling; settlement law; shallow tunneling; simplified model; stochastic medium theory; uniform convergence;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774729
  • Filename
    5774729