The master's thesis presents the design process of preliminary support measures using analytical, numerical and hybrid methods. The idea and application of the convergence confiment method in preliminary design are explained, with the Kavvadas and Carranza-Torres analytical methods used to determine the stress-strain values in the vicinity of the tunnel opening. Within the numerical analyses of the stability assessment of tunnel construction, the calculations of the primary tunnel lining and its dimensioning are presented. Based on hybrid methods, preliminary support measures are designed for the Golubinja tunnel in Bosnia and Herzegovina. Among others, the results of plastic zone thickness obtained in analytical and numerical methods are compared. The critical pressures occurring in the primary lining for both analytical methods are also compared. The procedure for determining the analytical solutions for the calculation of the plastic radius around the tunnel opening determined by Kavvadas is demonstrated in Annex A. Annex B contains the automation of the hybrid method, namely the process of determining the stress-strain quantities in the tunnel, and the automation of the transition from analytical to numerical analysis. Annexes C and D show the results of numerical analyses for sectors 1 and 14 in the Golubinja tunnel, and the planned support type, which occurred as a result of preliminary tunnel planning. At the end of the master's thesis, Appendices E and F (source: Yuksel Proje) show the longitudinal geological profile of the left and right tubes of the Golubinja tunnel.
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