CONTROL OF STRESSED STATE OF UNDERGROUND STRUCTURES

dc.contributor.author	Shalaurov V.A.
dc.contributor.author	Frejdin A.M.
dc.contributor.author	Bykadorov A.I.
dc.date.accessioned	2021-03-20T04:43:03Z
dc.date.available	2021-03-20T04:43:03Z
dc.date.issued	2001
dc.identifier	https://www.elibrary.ru/item.asp?id=14958934
dc.identifier.citation	Fiziko-Texhnicheskiye Problemy Razrabbotki Poleznykh Iskopaemykh, 2001, , 6, 53-58
dc.identifier.issn	0015-3273
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/26993
dc.description.abstract	Opportunities for controlling the stressed state of underground structures have been considered. It has been shown that method of oriented fluid break is efficient technique of control. Physical and mathematical models of oriented fluid break as method of stress redistribution in zone influenced by mine working have been developed. Technologies schemes of mining the deposits have been shown which make it possible to unload interchamber pillars and barrier pillars, edge zones of exploited seams and ore bodies. Experiments have been performed with the use of optically sensitive model material of SD-8 type.
dc.title	CONTROL OF STRESSED STATE OF UNDERGROUND STRUCTURES
dc.type	Статья

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