Stability analysis of tunnel keyblock: A case study

In Mo Lee, J. K. Park

Research output: Contribution to journalArticle

19 Citations (Scopus)

Abstract

The probabilistic block theory which was suggested by Hatzor and Goodman (1992) was applied to an telecommunication tunnel by taking into consideration the individual joints obtained from face mapping during tunnel construction. Using the actual unrolled joint trace that was developed in the Banpo telecommunication tunnel during tunnelling, a statistical analysis of observed discontinuity data was performed. The deterministic analysis and probabilistic keyblock concept were applied and their results were compared with the observed failure modes. The result obtained from the deterministic analysis resulted in a large difference compared with the observed failure pattern; the analysis method which considers the joint combination probability gave more similar results to the observed data than the deterministic analysis. Furthermore, individual keyblock analysis was performed by means of the newly developed program. While the positions of the keyblocks were predicted properly by the individual keyblock analysis, the predicted sizes of the keyblocks were found to be different from the observed data. It was acknowledged from the individual keyblock analysis that most keyblocks are composed of steeply inclined joints in the crown or in the side wall of a tunnel. But, in the fault-zone, any method based upon the block theory could not predict the failure pattern properly. It can be concluded that the continuous careful investigations of geological conditions were very important in tunnelling through a rock mass that experiences mainly structure-induced failures.

Original languageEnglish
Pages (from-to)453-462
Number of pages10
JournalTunnelling and Underground Space Technology
Volume15
Issue number4
DOIs
Publication statusPublished - 2000 Oct 1

Fingerprint

stability analysis
Tunnels
tunnel
Telecommunication
telecommunication
Failure modes
Statistical methods
Rocks
analysis
fault zone
discontinuity
statistical analysis
rock

Keywords

  • Block theory
  • Deterministic analysis
  • Individual keyblock analysis
  • probabilistic keyblock concept
  • Statistical analysis
  • Unrolled joint trace

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

Cite this

Stability analysis of tunnel keyblock : A case study. / Lee, In Mo; Park, J. K.

In: Tunnelling and Underground Space Technology, Vol. 15, No. 4, 01.10.2000, p. 453-462.

Research output: Contribution to journalArticle

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