Numerical simulation of elastic-plastic state of rock mass around excavations

dc.contributor.author	Pivnyak, G.
dc.contributor.author	Shashenko, A.
dc.contributor.author	Gapiyev, S.
dc.contributor.author	Solodyankin, A.
dc.contributor.author	Ivanov, A.
dc.date.accessioned	2013-07-27T12:49:36Z
dc.date.available	2013-07-27T12:49:36Z
dc.date.issued	2008-10
dc.identifier.citation	Numerical simulation of elastic-plastic state of rock mass around excavations / Pivnyak G., Shashenko A., Gapiyev S., Solodyankin A., Ivanov A. // Mine planning and equipment selection − Beijing, 2008 − Pp. 813-819.
dc.identifier.uri	http://ir.nmu.org.ua/handle/123456789/2862
dc.description.abstract	In the article one approach to determination of geo-mechanical tasks, which take into account the rock deformation breed over the strength limit, is described. Approach is adapted to solve the task with a numerical method. Verification showed that results which are got at application of this approach are adequate an analytical decision and a results of "in-situ".	uk_UA
dc.language.iso	en	uk_UA
dc.title	Numerical simulation of elastic-plastic state of rock mass around excavations	uk_UA
dc.type	Article	uk_UA