ABSTRACT
Methods of design of circular cross-section monolithic tunnel lining under action of internal and external dynamic loads are given in the paper presented. The methods allow to calculate stress, strain and displacement in arbitrary points of the lining and the rock mass at any instants with predetermined precision. This data is necessary for correct estimate of strength of underground structure. The methods proposed allow to elucidate a field of application of existing design methods which are based on any approximations.
