A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High resistance of deformable tunnel lining consisting of joint-connected sections to varying roof pressures occurring particularly in cohesive rock was confirmed by photoelastic model investigation; effect of number and position of joints on stress distribution was examined; recommendations based on actual experience are given with regard to joint and seal design for cases of concrete and steel-concrete lining sections.
High resistance of deformable tunnel lining consisting of joint-connected sections to varying roof pressures occurring particularly in cohesive rock was confirmed by photoelastic model investigation; effect of number and position of joints on stress distribution was examined; recommendations based on actual experience are given with regard to joint and seal design for cases of concrete and steel-concrete lining sections.
Deformable linings of mine tunnels
Verformbare Auskleidungen bei bergmaennisch hergestellten Hohlraeumen
Spang, J. (author)
Bautechnik ; 44
1967
13 pages
Article (Journal)
German
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