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Contribution to analysis of stress in circular tunnel
In design it is necessary to relate effects of stiffness of lining to characteristics of ground; equations are presented relating stress, set up in tunnel lining, to stiffness of lining and elastic properties of surrounding ground; stability of less stiff modern linings; analysis of critical external pressure on thin tube; discussion of relationship between ultimate stress in tunnel and consolidation characteristics of ground where tunnel is driven in clay; field tests.
Contribution to analysis of stress in circular tunnel
In design it is necessary to relate effects of stiffness of lining to characteristics of ground; equations are presented relating stress, set up in tunnel lining, to stiffness of lining and elastic properties of surrounding ground; stability of less stiff modern linings; analysis of critical external pressure on thin tube; discussion of relationship between ultimate stress in tunnel and consolidation characteristics of ground where tunnel is driven in clay; field tests.
Contribution to analysis of stress in circular tunnel
Geotechnique
Morgan, H.D. (author)
Geotechnique ; 11
1961
10 pages
Article (Journal)
English
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