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dc.contributor.author Dorovsky Vitaly N.
dc.contributor.author Vtorushin Egor V.
dc.contributor.author Romenski Evgeniy I.
dc.date.accessioned 2020-01-09T11:00:29Z
dc.date.available 2020-01-09T11:00:29Z
dc.date.issued 2017
dc.identifier https://cyberleninka.ru/article/n/rock-failure-and-nonlocal-elasticity-theory-1
dc.identifier Федеральное государственное бюджетное образовательное учреждение высшего образования «Сибирский государственный университет геосистем и технологий»
dc.identifier.citation Интерэкспо Гео-Сибирь, 2017, 2, 4
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/12551
dc.description.abstract The paper considers failure of a stratum within the framework of a nonlocal elasticity theory for a plastic flow. Here, the nonlocality is determined by dependence between deformation energy and metric deformation tensor derivatives. Our study has demonstrated that in case of a stratum under lateral stress, the spatial distribution of shear stress changes periodically. The maximum stress values are obtained in nonsteady regime. The following rock failures are associated with the zones of maximum shear loading.
dc.publisher Федеральное государственное бюджетное образовательное учреждение высшего образования «Сибирский государственный университет геосистем и технологий»
dc.subject ПЛАСТИЧЕСКОЕ ТЕЧЕНИЕ
dc.subject РАЗРУШЕНИЕ ГОРНОЙ ПОРОДЫ
dc.subject НЕЛОКАЛЬНАЯ ТЕОРИЯ УПРУГОСТИ
dc.subject PLASTIC FLOW
dc.subject ROCK FRACTURE
dc.subject NONLOCAL ELASTIC THEORY
dc.title Rock failure and nonlocal elasticity theory
dc.type text
dc.type Article
dc.subject.udc 539.422


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