Abstract
The article investigates the deformation behavior of foundation bases in conditions of underworking and flooding. The vertical dislocations of the foundation and the soil mass in hydroactivisation state and under its injection stabilization have been analyzed by the finite element method. The change regularities of the absolute deformations on three types of engineering-geological sections have been established which are peculiar to the conditions of Donbass.
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Dolzhikov, P., Prokopov, A., Akopyan, V. (2018). Foundation Deformations Modeling in Underworking and Hydroactivated Rocks. In: Murgul, V., Popovic, Z. (eds) International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017. EMMFT 2017. Advances in Intelligent Systems and Computing, vol 692. Springer, Cham. https://doi.org/10.1007/978-3-319-70987-1_69
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