Non-linear analysis of concrete tunnel lining, in Cohesionless soils.

Date

1979

Author

Torun, Bulent

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https://hdl.handle.net/11511/4961

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Graduate School of Natural and Applied Sciences, Thesis

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NON-LINEAR ANALYSIS OF TUNNEL LININGS UNDER LONGITUDINAL BENDING Sucuoğlu, Haluk (1989-06-01) Tunnel linings are generally analysed transversally as a plane strain problem. Very little attention is given to the flexural behaviour which may occur in the longitudinal direction as a result of settlements along the tunnel. Longitudinal bending is ignored, on the assumption that the settlement will be small and that the linings possess suficient flexibility to cope with the settlements without producing high stresses. This Paper presents an analytical study of the flexure-induced deformations and stresse...
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Citation Formats

B. Torun, “Non-linear analysis of concrete tunnel lining, in Cohesionless soils.,” Middle East Technical University, 1979.