The general characteristics of earthquake-resistant structures of running tunnels and shallow underground stations of the Tashkent subway developed and implemented in the design and construction of the first Chilanzar, the second Uzbekistan and the third Yunusabad lines of the Tashkent subway are given. The results of the experimental research carried out by the theoretician are described. The necessity of creating new lines is substantiated. The features of constructive solutions of overhead lines are described.