| 000 | 04409nla2a2200505 4500 | ||
|---|---|---|---|
| 001 | 655909 | ||
| 005 | 20231030041405.0 | ||
| 035 | _a(RuTPU)RU\TPU\network\22239 | ||
| 035 | _aRU\TPU\network\22229 | ||
| 090 | _a655909 | ||
| 100 | _a20171011a2017 k y0engy50 ba | ||
| 101 | 0 | _aeng | |
| 105 | _ay z 100zy | ||
| 135 | _adrcn ---uucaa | ||
| 181 | 0 | _ai | |
| 182 | 0 | _ab | |
| 200 | 1 |
_aControl of Rock Mechanics in Underground Ore Mining _fV. I. Golik, А. В. Efremenkov |
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| 203 |
_aText _celectronic |
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| 300 | _aTitle screen | ||
| 320 | _a[References: 17 tit.] | ||
| 330 | _aPerformance indicators in underground mining of thick iron fields can be insufficient since geo-mechanic specifics of ore-hosting fields might be considered inadequately, as a consequence, critical deformations and even earth's surface destruction are possible, lowering the indicators of full subsurface use, this way. The reason for it is the available approach to estimating the performance of mining according to ore excavation costs, without assessing losses of valuable components and damage to the environment. The experimental approach to the problem is based on a combination of methods to justify technical capability and performance of mining technology improvement with regard to geomechanical factors. The main idea of decisions to be taken is turning geo-materials into the condition of triaxial compression via developing the support constructions of blocked up structural rock block. The study was carried out according to an integrated approach based on the analysis of concepts, field observations, and simulation with the photo-elastic materials in conditions of North Caucasus deposits. A database containing information on the deposit can be developed with the help of industrial experiments and performance indicators of the field can be also improved using the ability of ore-hosting fields to develop support constructions, keeping the geo-mechanical stability of the system at lower cost, avoiding ore contamination at the processing stage. The proposed model is a specific one because an adjustment coefficient of natural and anthropogenic stresses is used and can be adopted for local conditions. The relation of natural to anthropogenic factors can make more precise the standards of developed, prepared and ready to excavation ore reserves relying on computational methods. It is possible to minimize critical stresses and corresponding deformations due to dividing the ore field into sectors safe from the standpoint of geo-mechanics, and using less cost-demanding ways of keeping rock massif stable. | ||
| 461 | 0 |
_0(RuTPU)RU\TPU\network\2008 _tIOP Conference Series: Materials Science and Engineering |
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| 463 | 0 |
_0(RuTPU)RU\TPU\network\22225 _tVol. 221 : Innovative Technologies in Engineering _oVIII International Scientific Practical Conference, 18–20 May 2017, Yurga, Russian Federation _o[proceedings] _v[012013, 12 p.] _d2017 |
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| 610 | 1 | _aэлектронный ресурс | |
| 610 | 1 | _aтруды учёных ТПУ | |
| 610 | 1 | _aмеханика | |
| 610 | 1 | _aгорные породы | |
| 610 | 1 | _aшахты | |
| 610 | 1 | _aрудные шахты | |
| 610 | 1 | _aподземная добыча | |
| 610 | 1 | _aэффективность | |
| 610 | 1 | _aгорные технологии | |
| 610 | 1 | _aместорождения | |
| 610 | 1 | _aантропогенные факторы | |
| 610 | 1 | _aкритические напряжения | |
| 610 | 1 | _aдеформации | |
| 610 | 1 | _aрудные поля | |
| 610 | 1 | _aзатраты | |
| 700 | 1 |
_aGolik _bV. I. |
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| 701 | 1 |
_aEfremenkov _bА. В. _cSpecialist in the field of designing of machines, devices and mechanisms, including new types of mining technique _cCandidate of Technical Sciences, Director of Yurga technological Institute of Tomsk Polytechnic University _f1973- _gAndrey Borisovich _2stltpush _3(RuTPU)RU\TPU\pers\32731 |
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| 712 | 0 | 2 |
_aНациональный исследовательский Томский политехнический университет (ТПУ) _bЮргинский технологический институт (ЮТИ) _c(2009- ) _h349 _2stltpush _3(RuTPU)RU\TPU\col\15903 |
| 801 | 2 |
_aRU _b63413507 _c20171016 _gRCR |
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| 856 | 4 | _uhttp://iopscience.iop.org/article/10.1088/1755-1315/221/1/012013 | |
| 856 | 4 | _uhttp://earchive.tpu.ru/handle/11683/43232 | |
| 942 | _cCF | ||