Seismic Behaviour of Shallow Tunnelling Method Tunnels Accounting for Primary Lining Effects

Seismic Behaviour of Shallow Tunnelling Method Tunnels Accounting for Primary Lining Effects

The shallow tunnelling method (STM) is usually used to construct shallow tunnels buried in soft ground. It consists of primary lining and secondary lining (tunnel). In the seismic design of STM tunnels, it is usually assumed that the secondary lining (tunnel) is resistant to all seismic effects. How...

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Bibliographic Details
Main Authors: Shaodong Liu, Shuxian Liu, Shasha Lu, Fenghai Ma, Ge Pei
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Buildings
Subjects:
STM tunnels
seismic response
dynamic interaction
primary lining
Online Access:https://www.mdpi.com/2075-5309/13/1/20

Internet

https://www.mdpi.com/2075-5309/13/1/20

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