INVESTIGATION OF THE INTERACTION OF TUNNEL STRUCTURES WITH GROUND MASSES UNDER THE INFLUENCE OF DYNAMIC LOADS
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Abstract
In this paper, the task is to calculate the VAT of the underground part of tunnel structures, taking into account the viscosity of the soil. The object of the study is tunnel structures located in an underground massif under the influence of a distributed load from the upper part of the building, the garage's own weight and the weight of the soil.
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