At the region of tunnel collapse

it is important to select appropriate construction scheme. Based on the engineering condition of tunnel collapse in Wuzhuling

two different construction schemes are simulated by the nonlinear finite element method. Compared with annular drift method

double-side-drift method can better control the displacements of surrounding rock

improve the force status of surrounding rock

decrease the force of primary support and make the range of plastic zone smaller. Therefore

double-side-drift method is more suitable for tunnel collapse treatment. Then

the analysis of site monitoring measurement shows that convergence displacement and vault crown settlement tend to stable condition quickly and the deformation value is smaller. The subject of tunnel is in stable state and has no deformation. It is shown that the treatment effect of double-side-drift method which is selected to through tunnel collapse is significant.