Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method
Weak rock mass behavior is an important and challenging consideration during construction and utilization of a tunnel. Tunnel surrounding ground deformation in weak rocks causes to gradual development of loading on the support system and threats the opening stability. In this research, time-dependen...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
Pergamon
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/25982 |