Zonal type structures around the openings in highly stressed rock masses

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dc.contributor.author Makarov Vladimir V.
dc.contributor.author Ksendzenko Ludmila S.
dc.contributor.author Opanasiuk Nicolai A.
dc.date.accessioned 2020-01-04T12:53:45Z
dc.date.available 2020-01-04T12:53:45Z
dc.date.issued 2015
dc.identifier https://cyberleninka.ru/article/n/zonal-type-structures-around-the-openings-in-highly-stressed-rock-masses
dc.identifier Федеральное государственное автономное образовательное учреждение высшего образования «Дальневосточный федеральный университет»
dc.identifier.citation Вестник Инженерной школы Дальневосточного федерального университета, 2015, , 3 (24)
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/11580
dc.description.abstract Deformations and damages around workings and drill holes are usually zonal. They appear when strain in masses at great depth become recurrent and macro defects result in the areas, where principle compression tangential stresses take place causing a radial compression in the intermediate zones. The article presents a mathematical model of highly compressed rocks based on the principles of non-Euclidian mechanics and nonequilibrium thermodynamics as well as the methods of determining the parametres of the model. A satisfactory conformity between the results of the theoretical and experimental investigations has been obtained. The dependence of the principle structural parametres of the model on the affecting factors has been established as well.
dc.publisher Федеральное государственное автономное образовательное учреждение высшего образования «Дальневосточный федеральный университет»
dc.subject MESOSTRUCTURES
dc.subject РАЗРУШЕНИЕ ГОРНЫХ ПОРОД
dc.subject ROCK FAILURE
dc.subject OPENINGS
dc.subject ZONES
dc.subject МОДЕЛИРОВАНИЕ
dc.subject MODELLING
dc.subject МЕЗОСТРУКТУРЫ
dc.subject ВЫРАБОТКИ
dc.subject ЗОНЫ
dc.title Zonal type structures around the openings in highly stressed rock masses
dc.type text
dc.type Article
dc.subject.udc 550.3 + 622 + 681:624.1


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