Damage characteristics and influence factors of mountain tunnels under strong earthquakes
Zhiyi Chen (),
Cheng Shi,
Tianbin Li and
Yong Yuan
Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, 2012, vol. 61, issue 2, 387-401
Abstract:
A total of 81 mountain tunnels that were damaged in 10 strong earthquakes are studied. They are classified into six typical damage characteristics: lining cracks, shear failure of lining, tunnel collapse caused by slope failure, portal cracking, leaking, and deformation of sidewall/invert damage. Further study and discussion are carried out on influencing factors for mountain tunnels, including seismic parameters, structural information, and rock conditions. Suggestions are also made regarding seismic resistance and reduction. Copyright Springer Science+Business Media B.V. 2012
Keywords: Mountain tunnel; Seismic damage characteristic; Influencing factor; Failure mechanism; Seismic resistance (search for similar items in EconPapers)
Date: 2012
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Persistent link: https://EconPapers.repec.org/RePEc:spr:nathaz:v:61:y:2012:i:2:p:387-401
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DOI: 10.1007/s11069-011-9924-3
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