VALIDITY OF THE SUBJECT "ASSESSMENT OF THE EARTHQUAKE RESISTANCE OF UNDERGROUND CONSTRUCTIONS UNDER DRY OPERATION"

Abstract

The design and construction of underground transport facilities is a serious task. One of the main such tasks is to determine the interaction of structures with the surrounding soil massif. The scientific novelty of the dissertation on this issue lies in the fact that underground pipes are inclined relative to the surrounding soil massif. Therefore, when designing and calculating underground structures, it is necessary to take into account the displacement of pipes relative to the ground.