Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method

Tunnelling and Underground Space Technology(2016)

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摘要
•Ground responses during twin-tunnel construction using the URUP method were analysed.•The ground contraction method was employed to simulate the shield-induced volume loss.•Influence of cover-to-diameter ratio and face supporting pressure was explored.
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关键词
URUP method,Full-scale test,Numerical simulation,EPB,Case history
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