Improved analytical solution for ground movements induced by circular tunnel excavation based on ground loss correction

Tunnelling and Underground Space Technology(2023)

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摘要
•Derivation of the displacement boundary function considering the lining-soil interaction.•Correction of ground loss considering vertical movement and geological conditions.•Quantification of the effects of radial contraction, vertical translation and lining deformation on ground movements.
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关键词
Circular tunnel excavation,Displacement convergence boundary,Ground volume loss,Nonuniform tunnel deformation,Analytical solution
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