Construction stability and reinforcement technology for the super-large rectangular pipe-jacking tunnel passing beneath the operational high-speed railway in composite stratum
AbstractThe super-large rectangular underpass of the Putian Railway Station, driven by the rectangular pipe-jacking method, needs to bore cross under the operational Hangzhou-Shenzhen high-speed railway in the composite stratum. This paper aims to explore the construction stability and reinforcement...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2023-12-01
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| Series: | Geomatics, Natural Hazards & Risk |
| Subjects: | |
| Online Access: | https://www.tandfonline.com/doi/10.1080/19475705.2023.2208720 |