Skip to main content
SpringerLink
Log in

A study on prediction of final displacement of road tunnel section during excavation in highly weathered rock by NATM

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

In this paper, prediction method of final displacement was examined from measured displacement in initial stage of excavation as analyzed measured data by statistical method and exponential function and linear function were used to find out the displacement of initial unmeasured section in order to analyze the entire behavior of tunnel including unmeasured displacement in initial stage.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  • Brady, B.H.G. and Brown, E.T. (1995).Rock mechanic for underground mining, CHAPMAN & HALL.

  • Doug Keckler, Tom Bresnahan and Julie,A. hè bert, GRAPHER TM for windows, Golden Software, Inc.

  • Elwyn, H. King.Rock Tunnels, Tunnel Engineering Handbook, CHAPMAN & HALL.

  • Hoek, E. and Brown, E.T. (1980).Underground excavation in rock, Institution of Mining & Metallurgy.

  • Jeremic, M.L.Ground Mechanics in Hard Rock mining Balkema.

  • Junichi, S., Masayuki, O., Hiroyuki, I., and Toshihiko, M. (1987). “Adaptibility of convergence forcasting method for controlling tunnel construction”Proc. 2nd Int Field Measurements in Geomechanics. Symp., Sakurai, Kobe, pp. 907–916.

  • Kaser, P.K. (1980). “Effect of stress-history on the deformation behaviorof underground openings”.Proc., 13th Canadian Rock Mechanics. Symp., CIMM, Montreal, pp. 133–140.

  • Liu, H. and Wang, Z. (1986). “Monitoring analysis of stability of caverns in weak rock”.Proc., Int. LRC Symp., Helsinki, pp. 1319–1328.

  • Lombardi, G. (1979). “Long-term measurements in underground opening and their interpretation with special consideration to the rheological behaviour of the rock”.Journal of Field Measurements in Rock Mechanics, Zurich, Vol. 2, pp. 839–858.

    Google Scholar 

  • Minoru, D., Yuji, T., and Kenichi, N. (1988). “Realtime Construction Control of Tunnel Excavation”.Proc., 18th. Rock Mech. Symp., Japan, part I, pp. 26–30.

  • Panet, M. and Guenot, A. (1982).Analysis of convergence behind the face of a tunnel, Tunneling 82, IMM, Brighton.

Download references

Author information

Authors and Affiliations

  1. Highway Research Center, Korea Highway Corporation, Seoul, Korea

    Nag Young Kim (Member, Chief researcher)

  2. Hanyang University, Seoul, Korea

    Hyung Sik Chung (Member, Professor of civil Engineering)

Authors
  1. Nag Young Kim
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Hyung Sik Chung
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

The manuscript for this paper was submitted for review on July 30, 2002.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kim, N.Y., Chung, H.S. A study on prediction of final displacement of road tunnel section during excavation in highly weathered rock by NATM. KSCE J Civ Eng 6, 399–405 (2002). https://doi.org/10.1007/BF02841994

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02841994

Keywords

Search

Navigation