STABILITY ESTIMATION OF UNDERGROUND STRUCTURES IN THE ROCKS WITH ORIENTED CRACKS

dc.contributor.author	Olovyannyj A.G.
dc.date.accessioned	2021-03-20T04:43:04Z
dc.date.available	2021-03-20T04:43:04Z
dc.date.issued	2001
dc.identifier	https://www.elibrary.ru/item.asp?id=14960509
dc.identifier.citation	Fiziko-Texhnicheskiye Problemy Razrabbotki Poleznykh Iskopaemykh, 2001, , 1, 50-55
dc.identifier.issn	0015-3273
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/27008
dc.description.abstract	The strength criterion of rock massifs with several cracks systems is suggested. The effective stresses are calculated as dependences on the loading form and compared with the strength limits with respect to one-axis compression or tension. The stability of rocks with crack systems of different orientation about a single working is estimated.
dc.title	STABILITY ESTIMATION OF UNDERGROUND STRUCTURES IN THE ROCKS WITH ORIENTED CRACKS
dc.type	Статья

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