Plastic zones and characteristics-line families for openings in elasto-plastic rock mass

Yii-Wen Pan*, Yi Ming Chen

*Corresponding author for this work

Research output: Contribution to journalArticle

7 Scopus citations

Abstract

Numerical solutions of the plastic zone and deformation distribution along tunnel wall due to excavation are presented in this paper. These solutions are obtained from elasto-plastic finite-element analysis, which assumes the Hoek-Brown or Mohr-Coulomb criteria, and the analyzation is performed to simulate a tunnel section far away from the excavation face, where the three-dimensional effect can be neglected. Factors, including the effects of anisotropy in the initial stress state and the tunnel shape on the plastic zone around an excavated tunnel have been examined. Furthermore, a concept called "the characteristic-line family of rock mass" is proposed to describe the varying relations between normalized stress and normalized deformation at various points on the tunnel wall in gradual unloading process due to excavation. The characteristic-line family of rock mass appears to depend on the rock mass property and the tunnel's characteristics.

Original languageEnglish
Pages (from-to)275-292
Number of pages18
JournalRock Mechanics and Rock Engineering
Volume23
Issue number4
DOIs
StatePublished - 1 Oct 1990

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