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Experimental study on the influence of glass fiber reinforced concrete isolation layer on the seismic dynamic response of tunnels

https://doi.org/10.1016/j.cscm.2023.e02303
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Outgoing claims: the papers this work cites, builds on, or argues with.

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Shaking table test of utility tunnel under non-uniform earthquake wave excitation
inferredcites →https://doi.org/10.1016/j.soildyn.2013.11.009openalex-snapshot
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Non-linear modeling of seismic isolation systems made of recycled tire-rubber
inferredcites →https://doi.org/10.1016/j.soildyn.2018.03.002openalex-snapshot
Dynamic centrifuge tests on effects of isolation layer and cross-section dimensions on shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2014.02.005openalex-snapshot
Dynamic centrifuge tests on isolation mechanism of tunnels subjected to seismic shaking
inferredcites →https://doi.org/10.1016/j.tust.2015.07.004openalex-snapshot
Shaking table tests of tunnel linings in progressive states of damage
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inferredcites →https://doi.org/10.1016/j.tust.2018.05.012openalex-snapshot
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Shaking table investigations on seismic performance of prefabricated corrugated steel utility tunnels
inferredcites →https://doi.org/10.1016/j.tust.2021.104026openalex-snapshot
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Incoming claims: where this work appears in other papers’ reference lists and arguments.

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The incompatible deformation mechanism of underground tunnels crossing fault conditions in the southwest edge strong seismic zone of the Qinghai-Tibet Plateau: A study of shaking table test
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Transition Effects in Bridge Structures and Their Possible Reduction Using Recycled Materials
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