Abstract
The results of finite element modeling by applying geomechanical soil models in the PLAXIS 2D software package and with 3D deformation processes during renovation of transport and transfer hub are presented. On the basis of the analysis of the received values the conclusions about plastic flow of deformation process are made, at normalization of construction conditions and decay of deformation processes the return of position of building structures to the designed condition is predicted. Recommendations on deformation process monitoring during construction and operation of underground complex and objects and structures falling into the zone of influence of construction are developed.
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Neguritsa, D.L., Alekseev, G.V., Tereshin, A.A., Medvedev, E.A., Slobodin, K.M. (2022). Deformation Processes Modelling Throughout Underground Construction Within Megapolis Limits. In: Chaplina, T. (eds) Processes in GeoMedia—Volume IV. Springer Geology. Springer, Cham. https://doi.org/10.1007/978-3-030-76328-2_23
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DOI: https://doi.org/10.1007/978-3-030-76328-2_23
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