Numerical analysis to better understand the mechanism of the effects of ground supports and reinforcements on the stability of tunnels using the distinct element method

Takahiro Funatsu, T. Hoshino, H. Sawae, N. Shimizu

Research output: Contribution to journalArticle

49 Citations (Scopus)

Abstract

In order to understand the mechanism of the effects of ground supports and reinforcements on tunnel stability, numerical simulations are conducted using the distinct element method. Four cases of simulations are carried out in this paper for tunnels excavated in a sandy ground to investigate the effects of (1) dowels and a lining on a single tunnel, (2) dowels and a lining on two parallel tunnels, (3) forepoling and face bolts on a single tunnel face, and (4) forepoling and face bolts on two tunnels which face each other. It is found that the use of ground supports causes a discontinuous ground to behave as a continuous one. In addition, it is revealed that supports help to form ground arches in the sandy ground. Detailed discussions are given considering the stress paths and the stress distributions.

Original languageEnglish
Pages (from-to)561-573
Number of pages13
JournalTunnelling and Underground Space Technology
Volume23
Issue number5
DOIs
Publication statusPublished - Sep 1 2008
Externally publishedYes

Fingerprint

distinct element method
Ground supports
reinforcement
Numerical analysis
Tunnels
Reinforcement
tunnel
bolt
Bolts
Linings
Arches
arch
simulation
analysis
effect
Stress concentration
Computer simulation

All Science Journal Classification (ASJC) codes

  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Numerical analysis to better understand the mechanism of the effects of ground supports and reinforcements on the stability of tunnels using the distinct element method. / Funatsu, Takahiro; Hoshino, T.; Sawae, H.; Shimizu, N.

In: Tunnelling and Underground Space Technology, Vol. 23, No. 5, 01.09.2008, p. 561-573.

Research output: Contribution to journalArticle

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