A study of the stress-strain state peculiarities of rock mass adjacent to large open-pit excavation
Автор: Kozyrev A.A., Rybin V.V., Semyonova I.E., Avetisyan I.M.
Журнал: Вестник Мурманского государственного технического университета @vestnik-mstu
Рубрика: Горное дело
Статья в выпуске: 4 т.12, 2009 года.
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The results of modeling of rock mass stress state in the vicinity of a large open pit using finite-element method have been represented. The model allows to take into account the influence of large-scale geological fractures. The initialization of boundary conditions has been based on the results of determination of stress parameters in situ. The locations of risk areas near the slope have been defined
Geomechanics, stress state, slope stability, mathematical simulation, surface mining
Короткий адрес: https://sciup.org/14294100
IDR: 14294100
