Elasto-plastic seepage-induced stresses due to tunneling

Jong Ho Shin, In Mo Lee, Young Jin Shin

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

When tunneling is carried out beneath the groundwater table, hydraulic boundary is altered, resulting in seepage entering into the tunnel. The development of flow into the tunnel induces seepage stresses in the ground and the lining is subjected to additional loads. This can often cause fine particles to move, which clog the filter resulting in the long-term hydraulic deterioration of the drainage system. However, the effect of seepage force is generally not considered in the analysis of tunnel. While several elastic solutions have been proposed by assuming seepage in an elastic medium, stress solutions have not been considered for the seepage force in a porous elasto-plastic medium. This paper documents a study that investigates the stress behavior, caused by seepage, of a tunnel in an elasto-plastic ground and its effects on the tunnel and ground. New elasto-plastic solutions that adopt the Mohr-Coulomb failure criterion are proposed for a circular tunnel under radial flow conditions. A simple solution based on the hydraulic gradient obtained from a numerical parametric study is also proposed for practical use. It should be noted that the simple equation is useful for acquiring additional insight into a problem on a tunnel under drainage, because only a minimal computational effort is needed and considerable economic benefits can be gained by using it in the preliminary stage of tunnel design. The proposed equations were partly validated by numerical analysis, and their applicability is illustrated and discussed using an example problem. Comments on the tunnel analysis are also provided.

Original languageEnglish
Pages (from-to)1432-1450
Number of pages19
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume35
Issue number13
DOIs
Publication statusPublished - 2011 Sep 1

Fingerprint

Seepage
seepage
Tunnels
tunnel
plastic
Plastics
hydraulics
Hydraulics
Drainage
tunnel design
radial flow
Radial flow
Linings
Deterioration
Numerical analysis
Groundwater
drainage
filter
groundwater
Economics

Keywords

  • Elasto-plastic behavior
  • Radial flow
  • Seepage stress
  • Tunneling

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Materials Science(all)
  • Mechanics of Materials
  • Computational Mechanics

Cite this

Elasto-plastic seepage-induced stresses due to tunneling. / Shin, Jong Ho; Lee, In Mo; Shin, Young Jin.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 35, No. 13, 01.09.2011, p. 1432-1450.

Research output: Contribution to journalArticle

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