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dc.contributor.author Golik, V.I.
dc.contributor.author Efremenkov, Andrey Borisovich
dc.date.accessioned 2019-07-30T12:36:57Z
dc.date.available 2019-07-30T12:36:57Z
dc.date.issued 2017
dc.identifier http://earchive.tpu.ru/handle/11683/43232
dc.identifier.citation Golik V. I. Control of Rock Mechanics in Underground Ore Mining / V. I. Golik, А. В. Efremenkov // IOP Conference Series: Materials Science and Engineering. — 2017. — Vol. 221 : Innovative Technologies in Engineering : VIII International Scientific Practical Conference, 18–20 May 2017, Yurga, Russian Federation : [proceedings]. — [012013, 12 p.].
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/3376
dc.description.abstract Performance indicators in underground mining of thick iron fields can be insufficient since geo-mechanic specifics of ore-hosting fields might be considered inadequately, as a consequence, critical deformations and even earth's surface destruction are possible, lowering the indicators of full subsurface use, this way. The reason for it is the available approach to estimating the performance of mining according to ore excavation costs, without assessing losses of valuable components and damage to the environment. The experimental approach to the problem is based on a combination of methods to justify technical capability and performance of mining technology improvement with regard to geomechanical factors. The main idea of decisions to be taken is turning geo-materials into the condition of triaxial compression via developing the support constructions of blocked up structural rock block. The study was carried out according to an integrated approach based on the analysis of concepts, field observations, and simulation with the photo-elastic materials in conditions of North Caucasus deposits. A database containing information on the deposit can be developed with the help of industrial experiments and performance indicators of the field can be also improved using the ability of ore-hosting fields to develop support constructions, keeping the geo-mechanical stability of the system at lower cost, avoiding ore contamination at the processing stage. The proposed model is a specific one because an adjustment coefficient of natural and anthropogenic stresses is used and can be adopted for local conditions. The relation of natural to anthropogenic factors can make more precise the standards of developed, prepared and ready to excavation ore reserves relying on computational methods. It is possible to minimize critical stresses and corresponding deformations due to dividing the ore field into sectors safe from the standpoint of geo-mechanics, and using less cost-demanding ways of keeping rock massif stable.
dc.language.iso en
dc.publisher IOP Publishing
dc.relation.ispartof IOP Conference Series: Materials Science and Engineering. Vol. 221 : Innovative Technologies in Engineering. — Bristol, 2017.
dc.rights info:eu-repo/semantics/openAccess
dc.subject механика
dc.subject горные породы
dc.subject шахты
dc.subject рудные шахты
dc.subject подземная добыча
dc.subject эффективность
dc.subject горные технологии
dc.subject месторождения
dc.subject антропогенные факторы
dc.subject критические напряжения
dc.subject деформации
dc.subject рудные поля
dc.subject затраты
dc.title Control of Rock Mechanics in Underground Ore Mining
dc.type Conference Paper
dc.type info:eu-repo/semantics/publishedVersion
dc.type info:eu-repo/semantics/conferencePaper


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