Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior

A. G. Protosenya; V. I. Semenov; I. K. Suprun

Vol 199

Pages:

173-175

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Article

Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior

Authors:

A. G. Protosenya¹

V. I. Semenov²

I. K. Suprun³

About authors

1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
2 — post-graduate student National Mineral Resources University (Mining University)
3 — post-graduate student National Mineral Resources University (Mining University)

Date submitted:

2011-11-18

Date accepted:

2012-01-03

Date published:

2012-12-29

Abstract

Method of excavation support and tunnel lining design is worked out. Stiffness of soil strata is considered as nonlinear elastic. The problem is solved in plane strain condition according to elastic theory. The distribution of average load on excavation support is given.

Область исследования:

(Archived) Geotechnology for development of solid mining fields

Keywords:

nonlinear elastic soil load tunnel construction method

References

Baklashov I.V., Kartozia B.A. Mechanics of under-ground structures and support design. Moscow, 1984.
Bulichev N.S. Mechanics of underground structures. Moscow, 1982.
Dashko R.E. Rock mechanics: Book. Moscow,1987.
Protesena A.G., Ogorodnikov J.N., Demenkov P.A etc. Mechanics of underground structures.3d numerical modeling and monitoring. Saint Petersburg, 2011.
Stavrogin A.N., Protosena A.G. Deformation andfailure of rocks. Moscow, 1992.

Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior

Abstract

References

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