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This technical note summarizes research on the buoyancy effect of tunnels constructed in soft soil. It presents an analytical solution using complex variable methods to model the subsurface deformation caused by both ground loss during tunnel excavation and the upward buoyant force from the lighter tunnel structure replacing heavier excavated soil. The solution considers tunnels as cylindrical cavities in homogeneous, isotropic elastic half-spaces and calculates subsurface displacement and stress fields. Re

Author

babel_stan

Language

EN