Simulation of Transcendental Deformation Mode of Interchamber Pillars and Ore Deposit in the Course of Development of Bauxite Resources at Great Depth on the Example of Mine "Sevuralboksitruda"; IOP Conference Series: Materials Science and Engineering; Vol. 582 : Innovative Technologies in Engineering

Xehetasun bibliografikoak
Parent link:IOP Conference Series: Materials Science and Engineering
Vol. 582 : Innovative Technologies in Engineering.— 2019.— [012018, 9 p.]
Egile nagusia: Kosukhin N. I.
Erakunde egilea: Национальный исследовательский Томский политехнический университет Юргинский технологический институт
Beste egile batzuk: Sidorov D. V., Timofeev V. Yu. Vadim Yurievich
Gaia:Title screen
The publication describes the problem of transcendental deformation mode of interchamber pillar and ore deposit associated with the formation of hazardous zones in the rock mass in process of development of rockburst-hazardous rock masses at the great depth. Geomechanical software PRESS 3D URAL is used to assess the impact of the range of geological and technological factors on the mode of interchamber pillars deformation and ore deposit. The software allows to solve spatial problems in the elastic-plastic formulation. The results of step-by-step modeling of different mining and technical situations with a test of the bearing capacity of interchamber pillars showed that some of them can't withstand the mountain pressure and go to the transcendental mode of deformation with subsequent destruction. Identification of the destroyed pillars allows to adjust the boundary conditions of loading the ore mass. At the same time the neglect of transcendental mode of deformation of interchamber pillars can lead to an undervaluation of the stress level in the ore mass by 1.5 or more times. This can lead to an error in predicting the parameters of zones dangerous due to rock bumps.
Hizkuntza:ingelesa
Argitaratua: 2019
Gaiak:
Sarrera elektronikoa:http://dx.doi.org/10.1088/1757-899X/582/1/012018
http://earchive.tpu.ru/handle/11683/57681
Formatua: MixedMaterials Baliabide elektronikoa Liburu kapitulua
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=661651

MARC

LEADER 00000naa2a2200000 4500
001 661651
005 20260202143915.0
035 |a (RuTPU)RU\TPU\network\32375 
035 |a RU\TPU\network\29993 
090 |a 661651 
100 |a 20200127d2019 k||y0rusy50 ba 
101 0 |a eng 
102 |a GB 
135 |a vrcn ---uucaa 
181 0 |a i  
182 0 |a b 
200 1 |a Simulation of Transcendental Deformation Mode of Interchamber Pillars and Ore Deposit in the Course of Development of Bauxite Resources at Great Depth on the Example of Mine "Sevuralboksitruda"  |f N. I. Kosukhin, D. V. Sidorov, V. Yu. Timofeev 
203 |a Text  |c electronic 
300 |a Title screen 
320 |a [References: 12 tit.] 
330 |a The publication describes the problem of transcendental deformation mode of interchamber pillar and ore deposit associated with the formation of hazardous zones in the rock mass in process of development of rockburst-hazardous rock masses at the great depth. Geomechanical software PRESS 3D URAL is used to assess the impact of the range of geological and technological factors on the mode of interchamber pillars deformation and ore deposit. The software allows to solve spatial problems in the elastic-plastic formulation. The results of step-by-step modeling of different mining and technical situations with a test of the bearing capacity of interchamber pillars showed that some of them can't withstand the mountain pressure and go to the transcendental mode of deformation with subsequent destruction. Identification of the destroyed pillars allows to adjust the boundary conditions of loading the ore mass. At the same time the neglect of transcendental mode of deformation of interchamber pillars can lead to an undervaluation of the stress level in the ore mass by 1.5 or more times. This can lead to an error in predicting the parameters of zones dangerous due to rock bumps. 
461 1 |0 (RuTPU)RU\TPU\network\2008  |t IOP Conference Series: Materials Science and Engineering 
463 1 |0 (RuTPU)RU\TPU\network\32352  |t Vol. 582 : Innovative Technologies in Engineering  |o X International Scientific and Practical Conference, 23–25 May 2019, Yurga, Russian Federation  |o [proceedings]  |v [012018, 9 p.]  |d 2019 
610 1 |a электронный ресурс 
610 1 |a труды учёных ТПУ 
610 1 |a моделирование 
610 1 |a деформации 
610 1 |a рудные месторождения 
610 1 |a бокситы 
610 1 |a большие глубины 
610 1 |a шахты 
610 1 |a опасные зоны 
610 1 |a горные массивы 
610 1 |a программное обеспечение 
610 1 |a пространственные задачи 
610 1 |a опоры 
610 1 |a разрушения 
700 1 |a Kosukhin  |b N. I. 
701 1 |a Sidorov  |b D. V. 
701 1 |a Timofeev  |b V. Yu.  |c mining engineer  |c Associate Professor of Yurga technological Institute of Tomsk Polytechnic University, Candidate of technical sciences  |f 1978-  |g Vadim Yurievich  |3 (RuTPU)RU\TPU\pers\33378  |9 17073 
712 0 2 |a Национальный исследовательский Томский политехнический университет  |b Юргинский технологический институт  |c (2009- )  |3 (RuTPU)RU\TPU\col\15903 
801 1 |a RU  |b 63413507  |c 20150101  |g RCR 
801 2 |a RU  |b 63413507  |c 20200129  |g RCR 
856 4 |u http://dx.doi.org/10.1088/1757-899X/582/1/012018 
856 4 |u http://earchive.tpu.ru/handle/11683/57681 
942 |c CF