Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits
Tunnelling and Underground Space Technology(2020)
摘要
•Liner forces response to the very close-proximity tunnelling is investigated.•Instrumented rings are used for measuring not only liner forces but earth pressure.•Simulation mimics the tunnel advance effect and optimises the joint configuration.
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关键词
Very close-proximity tunnelling,Ground deformability,Liner joint,Principal stress
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