Structural responses of secondary lining of high-speed railway tunnel excavated in loess ground
To systematically study the mechanical properties and structural responses of the secondary lining for high-speed railway tunnels excavated in loess ground, on-site monitoring was performed to measure the contact pressure between the primary lining and secondary lining. It is found that the contact...
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| Main Authors: | , , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2014
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/106536 http://hdl.handle.net/10220/24018 http://dx.doi.org/10.1260/1369-4332.16.8.1371 |
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| Institution: | Nanyang Technological University |
| Language: | English |