Analytical methods for estimating circular tunnel lining deformation creep

Tghyyrshklhay created during excavation of tunnels leading to the tunnel, the tunnel Tvdhsng rheological properties and time-dependent system is maintained. Tunnels with circular cross-section analysis in this paper and for the creep behavior under hydrostatic stress conditions has been investigated. Benchmark submission using the Tslymshdn vhrkvlmb Tvdhsng around the tunnel in this situation, in order to predict creep Tghyyrshklhay new analytical model is derived. New relationships were used to investigate a tunnel and the results of the numerical analysis were compared with FLAC software. The above results show that the accuracy is high.