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- W4377103680 abstract "Seismic liquefaction affects badly the safety of the underground structures. For the dynamic responses of the tunnel in liquefied watered sandy stratum in one of the rail transit projects in Shanghai, this paper proposes a tunnel-foundation shaking table model test and analyses the dynamic responses of electrolytic desaturation technology on surrounding soil, which provides some theoretical guidance for seismic designs of Shanghai rail transit projects. The test result shows that the excess pore pressure ratio of soil decreases gradually with the increase of buried depth; sand is easier to liquefy than silt so the tunnel liquefaction and uplift during the sandy section should be paid more attention to; electrolytic desaturation technology works significantly on improving the liquefaction resistance abilities of sand and silt which can effectively reduce the damage caused by tunnel uplift due to seismic liquefaction." @default.
- W4377103680 created "2023-05-20" @default.
- W4377103680 creator A5024509056 @default.
- W4377103680 date "2023-05-18" @default.
- W4377103680 modified "2023-10-16" @default.
- W4377103680 title "Shaking table test on the dynamic responses of shield tunnel in liquefiable stratum" @default.
- W4377103680 cites W2000756506 @default.
- W4377103680 doi "https://doi.org/10.21595/vp.2023.23215" @default.
- W4377103680 hasPublicationYear "2023" @default.
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