Construction stability and reinforcement technology for the super-large rectangular pipe-jacking tunnel passing beneath the operational high-speed railway in composite stratum

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...

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Bibliographic Details
Main Authors: Jianfei Ma, Shaohui He, Guangyao Cui, Jiaxin He, Xiabing Liu
Format: Article
Language:English
Published: Taylor & Francis Group 2023-12-01
Series:Geomatics, Natural Hazards & Risk
Subjects:
Super-large rectangular tunnel
pipe-jacking method
high-speed railway
composite stratum
reinforcement technology
risk assessment
Online Access:https://www.tandfonline.com/doi/10.1080/19475705.2023.2208720

Internet

https://www.tandfonline.com/doi/10.1080/19475705.2023.2208720

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