FIELD DETERMINATION OF STRESSES AND DEFORMATIONS IN A ROCK MASSIF ON THE BASIS OF SOLVING INVERSE PROBLEMS

dc.contributor.author	Nazarov L.A.
dc.contributor.author	Nazarova L.A.
dc.contributor.author	Shurina E.P.
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=14959107
dc.identifier.citation	Fiziko-Texhnicheskiye Problemy Razrabbotki Poleznykh Iskopaemykh, 2001, , 1, 41-49
dc.identifier.issn	0015-3273
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/26995
dc.description.abstract	The new variational statement is suggested for the elliptical equations systems describing behavior of structurally-inhomogeneous media. The statement is implemented in the form of a calculation algorithm. The inverse problem of determination of the boundary conditions and the calculation region orientation by the point data of deformations measurement is solved. That allows one to faithfully model the stressed-deformed state of a rock massif.
dc.title	FIELD DETERMINATION OF STRESSES AND DEFORMATIONS IN A ROCK MASSIF ON THE BASIS OF SOLVING INVERSE PROBLEMS
dc.type	Статья

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