Determination of the seismic resistance of lavine-protecting gallerys in the conditions of Uzbekistan

Abstract

The article examines the theoretical and experimental determination of the load magnitude and the penetration depth into the arch gallery structure when a single stone falls. When applying antiseismic structures, it is necessary to consider the degree of risk from the proposed changes in the structure, as there is a possibility that the economically developed structure in the event of a possible earthquake will lead to negative final results.
Also, when determining the uniformly distributed vertical load from the weight of the avalanche snow, the normal load on the surface of the damper from the impact of the avalanche and the speed of avalanche movement are determined according to the calculated profile.