During the analysis of cross-section forces of shield lining
the project must be checked by the method of the most unfavorable combination of the loads and it is doubtless to increase the workload of the designers. In light of the condition
an analytical method considering load combination is put forward. First
the structural analysis model of shield tunnel lining is established and different kinds of loads are classified on the basis of construction process and combined according to the design code for different working cases. Finally
the internal force envelope diagram is acquired. In the meantime
the computation program is accomplished and used in a project.