Publication: Numerical simulation of elastic-plastic state of rock mass around excavations
| cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.department | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtual.orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
| cris.virtualsource.department | 9a595d89-b73b-4f98-98b9-65663c4f74fb | |
| cris.virtualsource.department | dff89f2b-e3df-421f-abb0-01e2c5e1579e | |
| cris.virtualsource.department | 91fa190c-681c-4c4d-8454-8772af9cd693 | |
| cris.virtualsource.department | e168001e-f0b3-40ad-b3b7-d5647e39b581 | |
| cris.virtualsource.department | 189327ce-7233-44ae-9535-2f52917237fc | |
| cris.virtualsource.orcid | 9a595d89-b73b-4f98-98b9-65663c4f74fb | |
| cris.virtualsource.orcid | dff89f2b-e3df-421f-abb0-01e2c5e1579e | |
| cris.virtualsource.orcid | 91fa190c-681c-4c4d-8454-8772af9cd693 | |
| cris.virtualsource.orcid | e168001e-f0b3-40ad-b3b7-d5647e39b581 | |
| cris.virtualsource.orcid | 189327ce-7233-44ae-9535-2f52917237fc | |
| 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.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.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.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 |
| dspace.entity.type | Publication |