CONCEPT OF GEOMONITORING AND 3D MODELING OF PROMOTIONAL WORKS IN THE MEGAPOLIS CONDITIONS
Journal Title: Вчені записки Таврійського національного університету імені В. І. Вернадського. Серія: Технічні науки - Year 2018, Vol 29, Issue 5
Abstract
The causes of deformations on the basis of deformation monitoring of overpass are analyzed. A mathematical model of a transient tunnel in a soil massif is made. A numerical simulation of the transverse tunnel of the metro line under the overpass has been performed. It is established that the change in the depth of laying of the tunnel directly affects the deformation of the earth's surface.
Authors and Affiliations
Н. В. Зуєвська, В. В. Вапнічна, Л. В. Шайдецька
Keywords
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