Longitudinal seismic responses of large diameter shield tunnel crossing liquefied bank slope
Abstract The lateral spread of the fluvial terraces due to liquefaction can cause tremendous physical damage to the underground structure. This paper designs a liquefaction slippage site and discusses the feasibility of the generalized response displacement method for investigating the seismic respo...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-04-01
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| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-95083-x |
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