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Evaluation of Longitudinal Equivalent Bending Stiffness of Shield Tunnel with Residual Jacking Force
Publikováno v:
Applied Sciences; Volume 13; Issue 13; Pages: 7421
Existing tunnels are often subject to longitudinal bending when undercrossing tunnelling. It is of significance to more accurately evaluate the longitudinal equivalent bending stiffness (LEBS) of the existing tunnel within the influential zone. A new