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рейтинговые оценки качества массива

Geotechnical Engineering and Engineering Geology
  • Date submitted
    2023-03-16
  • Date accepted
    2023-12-27
  • Date published
    2024-04-25

Comprehensive assessment of deformation of rigid reinforcing system during convergence of mine shaft lining in unstable rocks

Article preview

Operation of vertical mine shafts in complex mining and geological conditions is associated with a number of features. One of them is a radial displacement of the concrete shaft lining, caused by the influence of mining pressure on the stress-strain state of the mine workings. A rigid reinforcing system with shaft buntons fixed in the concrete lining thus experiences elastoplastic deformations, their value increases with time. It results in deviation of conductors from design parameters, weakening of bolt connections, worsening of dynamic properties of geotechnical system “vehicle – reinforcing”, increase of wear rate of reinforcing system elements, increase of risks for creating an emergency situation. The article offers a comprehensive assessment of displacements of characteristic points of the bunton system based on approximate engineering relations, numerical modeling of the deformation process of the bunton system and laser measurements of the convergence of the inner surface of the concrete shaft lining. The method was tested on the example of the reinforcing system of the skip-cage shaft of the potash mine. Displacement of the characteristic points of the reinforcing system is determined by the value of radial displacements of the surface of the concrete shaft lining. Evaluation of the radial displacements was made using monitoring measurements and profiling data. The results obtained make it possible to justify the need and timing of repair works. It is shown that the deterioration of the reinforcing system at different levels occurs at different rates, defined, among other things, by mechanical properties of the rock mass layers located at a given depth.

How to cite: Tarasov V.V., Aptukov V.N., Ivanov O.V. Comprehensive assessment of deformation of rigid reinforcing system during convergence of mine shaft lining in unstable rocks // Journal of Mining Institute. 2024. Vol. 266. p. 305-315. EDN TNNIZP
Geology
  • Date submitted
    2022-10-29
  • Date accepted
    2023-10-25
  • Date published
    2024-04-25

Assessment of rock massif sustainability in the area of the underground research laboratory (Nizhnekanskii Massif, Enisei site)

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The study presents the results of the research on geodynamic and geological conditions of the Enisei site (Krasnoyarsk Krai), chosen for the construction of an underground research laboratory. The laboratory is being built at a depth of 500 m to assess the suitability of the rock mass for burying high-level radioactive waste. The rocks consist of weakly fractured gneisses, granites, and dikes of metadolerites. Field observations were conducted on bedrock outcrops. They included the determination of rock mass quality indicators, measurement of rock fracturing, and a rating classification of stability using N.Barton's method. GNSS observations were also made to monitor surface deformations. These data were used to develop a three-dimensional structural model, including lithology, fault disruptions, intrusive bodies, elastic-strength properties of rocks, and the sizes of zones influenced by faulting. It will serve as a basis for boundary conditions and the construction of three-dimensional variational models of stress-strain states, identifying zones of concentration of hazardous stresses, and planning in situ geomechanical experiments in underground mines of the laboratory. The obtained values of the modified QR index for the main types of rocks allowed their classification as stable and moderately stable, corresponding to strong and very strong rocks on Barton's scale and the massif rating according to geomechanical classification.

How to cite: Akmatov D.Z., Manevich A.I., Tatarinov V.N., Shevchuk R.V., Zabrodin S.M. Assessment of rock massif sustainability in the area of the underground research laboratory (Nizhnekanskii Massif, Enisei site) // Journal of Mining Institute. 2024. Vol. 266. p. 167-178. EDN ECCWUV
Geotechnical Engineering and Engineering Geology
  • Date submitted
    2023-01-16
  • Date accepted
    2023-06-20
  • Date published
    2024-04-25

Study on the thin layer drying and diffusion mechanism of low rank coal in Inner Mongolia and Yunnan

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Coal is one of the world's most important energy substances. China is rich in coal resources, accounting for more than 90 % of all ascertained fossil energy reserves. The consumption share of coal energy reaches 56.5 % in 2021. Due to the high moisture content of low-rank coal, it is easy to cause equipment blockage in the dry sorting process. This paper considers low-rank coal coming from Inner Mongolia (NM samples) and Yunnan (YN samples). The weight loss performance of the samples was analyzed using thermogravimetric experiments to determine the appropriate temperature for drying experiments. Thin-layer drying experiments were carried out at different temperature conditions. The drying characteristics of low-rank coal were that the higher the drying temperature, the shorter the drying completion time; the smaller the particle size, the shorter the drying completion time. The effective moisture diffusion coefficient was fitted using the Arrhenius equation. The effective water diffusion coefficient of NM samples was 5.07·10–11 - 9.58·10–11 m2/s. The effective water diffusion coefficients of the three different particle sizes of YN samples were 1.89·10–11 - 4.92·10–11 (–1 mm), 1.38·10–10 - 4.13·10–10 (1-3 mm), 5.26·10–10 - 1.49·10–9 (3-6 mm). The activation energy of Inner Mongolia lignite was 10.97 kJ/mol (–1 mm). The activation energies of Yunnan lignite with different particle sizes were 17.97 kJ/mol (–1 mm), 33.52 kJ/mol (1-3 mm), and 38.64 kJ/mol (3-6 mm). The drying process was simulated using empirical and semi-empirical formulas. The optimal model for Inner Mongolia samples was the Two-term diffusion model, and Yunnan samples were the Hii equation was used.

How to cite: Wang C., Wang D., Chen Z., Duan C., Zhou C. Study on the thin layer drying and diffusion mechanism of low rank coal in Inner Mongolia and Yunnan // Journal of Mining Institute. 2024. Vol. 266. p. 326-338. EDN XMIQWH
Geotechnical Engineering and Engineering Geology
  • Date submitted
    2022-05-20
  • Date accepted
    2023-06-20
  • Date published
    2024-02-29

Increasing the quality of zeolite-bearing rocks from Eastern Transbaikalia by applying directed energy

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This paper presents the use of accelerated electrons to treat zeolite-bearing rocks from Eastern Transbaikalia to increase the efficiency of separating zeolites from rock-forming minerals via electromagnetic separation. The effectiveness of the liberation of zeolite minerals using accelerated electrons was analyzed. The results of dry electromagnetic separation of zeolite-bearing rocks are presented. The dependence of the extraction of iron-bearing minerals from zeolite-bearing rocks by electromagnetic separation on the magnetic field intensity for different particle sizes has been established. The main methods of zeolite-bearing rock enrichment and ore preparation were determined. A technological scheme for processing zeolite-bearing rocks, based on the use of accelerated electron treatment at the ore preparation stage, is presented, significantly improving the zeolite production quality.

How to cite: Razmakhnin K.K., Khatkova A.N., Shumilova L.V. Increasing the quality of zeolite-bearing rocks from Eastern Transbaikalia by applying directed energy // Journal of Mining Institute. 2024. Vol. 265. p. 129-139. EDN VNPZCT
Geotechnical Engineering and Engineering Geology
  • Date submitted
    2022-10-13
  • Date accepted
    2023-10-11
  • Date published
    2023-10-27

An innovative approach to injury prevention in mining companies through human factor management

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This study argues that human error has an effect on occupational injury risks in mining companies. It shows through an analysis of existing approaches to occupational risk assessment that it is necessary to develop a quantitative assessment method factoring in individual psychophysiological attributes in order to analyze injury risks posed to miners. The article presents the results of a comprehensive analysis of how workers’ psychophysiological attributes influence their susceptibility to occupational injuries in underground mining conditions. By utilizing statistical data processing methods, such as discriminant and regression analysis, the study develops models to forecast personal injury risks among miners. These quantitative models underlie the proposed method for assessing miners’ susceptibility to injuries. The study outlines an algorithm for the practical application of this method and shows how the method was validated using a training sample. It provides recommendations for managing the human factor, incorporating the results of the proposed method, and emphasizes the importance of implementing a series of protective measures to mitigate the risk of occupational injuries in underground mining operations.

How to cite: Kabanov E.I., Tumanov M.V., Smetanin V.S., Romanov K.V. An innovative approach to injury prevention in mining companies through human factor management // Journal of Mining Institute. 2023. Vol. 263. p. 774-784. EDN DRHFAN
Economic Geology
  • Date submitted
    2022-05-03
  • Date accepted
    2022-11-22
  • Date published
    2023-02-27

Development of methodology for scenario analysis of investment projects of enterprises of the mineral resource complex

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Theoretical and applied aspects of scenario analysis of investment projects of enterprises in the mineral resource sector of the economy are considered, its advantages and disadvantages are analyzed. Taking into account the organizational and economic features of mineral resources management, a number of new modifications of the scenario analysis method, aimed at solving an urgent problem - reducing the information uncertainty in assessing the expected efficiency and risk of investment projects, are proposed. The peculiarity of the proposed new modifications is the use of the interval-probabilistic approach in the implementation of the scenario analysis procedure. This approach is based on a moderately pessimistic system of preferences in obtaining point values of the investment project initial parameters. Fishburn estimates and the hierarchy analysis method were used to reduce subjective uncertainty. The maximum likelihood values in the sense of the maximum a priori probability are used as expected estimates. An additional indicator of risk assessment, which characterizes the probability of the event that the net present value of the project will take a value less than the specified one, is proposed. When analyzing one project, this indicator is more informative than the standard deviation. A statistical hypothesis was tested on the improvement of the validity of investment decisions developed using the modified scenario analysis method compared to the standard method.

How to cite: Matrokhina K.V., Trofimets V.Y., Mazakov E.B., Makhovikov A.B., Khaykin M.M. Development of methodology for scenario analysis of investment projects of enterprises of the mineral resource complex // Journal of Mining Institute. 2023. Vol. 259. p. 112-124. DOI: 10.31897/PMI.2023.3
Geotechnical Engineering and Engineering Geology
  • Date submitted
    2021-09-22
  • Date accepted
    2022-03-24
  • Date published
    2022-04-29

Predicting dynamic formation pressure using artificial intelligence methods

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Determining formation pressure in the well extraction zones is a key task in monitoring the development of hydrocarbon fields. Direct measurements of formation pressure require prolonged well shutdowns, resulting in underproduction and the possibility of technical problems with the subsequent start-up of wells. The impossibility of simultaneous shutdown of all wells of the pool makes it difficult to assess the real energy state of the deposit. This article presents research aimed at developing an indirect method for determining the formation pressure without shutting down the wells for investigation, which enables to determine its value at any time. As a mathematical basis, two artificial intelligence methods are used – multidimensional regression analysis and a neural network. The technique based on the construction of multiple regression equations shows sufficient performance, but high sensitivity to the input data. This technique enables to study the process of formation pressure establishment during different periods of deposit development. Its application is expedient in case of regular actual determinations of indicators used as input data. The technique based on the artificial neural network enables to reliably determine formation pressure even with a minimal set of input data and is implemented as a specially designed software product. The relevant task of continuing the research is to evaluate promising prognostic features of artificial intelligence methods for assessing the energy state of deposits in hydrocarbon extraction zones.

How to cite: Zakharov L.А., Martyushev D.А., Ponomareva I.N. Predicting dynamic formation pressure using artificial intelligence methods // Journal of Mining Institute. 2022. Vol. 253. p. 23-32. DOI: 10.31897/PMI.2022.11
Geology
  • Date submitted
    2021-01-19
  • Date accepted
    2021-07-27
  • Date published
    2021-10-21

Geological and structural characteristics of deep-level rock mass of the Udachnaya pipe deposit

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For hard rock massifs, structural disturbance is a key indicator of mining structure stability. The presence of intersecting structural elements in the massif reduces rock strength and leads to formation of potential collapse structures. In addition to that, disjunctive deformations that penetrate rock strata serve as channels for fluid migration and connect aquifers into a single system. It was established that the largest of them –faults of east-northeastern, northeastern and northwestern directions – form the kimberlite-bearing junction of the Udachnaya pipe. These faults represent zones of increased fracturing, brecciation and tectonic foliation, distinguished from adjacent areas by increased destruction of the rock mass. Specifics of tectonic fracture distribution within structural and lithological domains are determined by the presence of multidirectional prevailing systems of tectonic fracturing, as well as by differences in their quantitative characteristics. With some exceptions, the main systems form a diagonal network of fractures (northeastern – northwestern orientation), which is typical for larger structural forms – faults. Despite the differences in dip orientation of the systems, most of them correspond to identified directions, which is typical for both kimberlites and sedimentary strata. Overall disturbance of the massif, expressed in terms of elementary block volume, reaches its peak in the western ore body. For such type of deposits, friction properties of fracture structures have average values. Consideration of geological and structural data in the design and development of new levels of the deposit will allow to maintain the necessary balance between efficiency and safety of performed operations.

How to cite: Serebryakov E.V., Gladkov A.S. Geological and structural characteristics of deep-level rock mass of the Udachnaya pipe deposit // Journal of Mining Institute. 2021. Vol. 250. p. 512-525. DOI: 10.31897/PMI.2021.4.4
Geoeconomics and Management
  • Date submitted
    2021-03-13
  • Date accepted
    2021-05-21
  • Date published
    2021-09-20

Cadastral valuation of forest lands, taking into account the degree of development of their infrastructure

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The article substantiates the need to improve methodology for cadastral valuation of forest lands and change the principles for calculating the rental rate of forest lands, on the basis of which the rent for the use of these lands will be determined in future. The methodology for determining the cadastral value of forest lands, taking into account the degree of development of their infrastructure, is presented. The infrastructure of lands of the forest fund is considered and an algorithm for assessing such infrastructure by means of geoinformation modeling is shown. A method for calculating a complex integral indicator (coefficient of infrastructure development) is presented, which is applicable to differentiate lands covered and not covered with tree vegetation, for their effective and rational management. The complex integral indicator determines the availability of forest plots, as it takes into account location of the forest fund infrastructure in relation to assessment plots, which makes it possible to obtain information about the time spent on covering the required distance. This methodology can be applied to assess the quality and condition of the existing infrastructure of the forestry sector in implementation of measures within the framework of the Strategy for the development of the forestry complex, providing for support and construction of infrastructure facilities on the forest fund lands. The method was tested in the Baltiysky district forestry of the Baltiysko-Belozersky taiga region. The results were as follows: the map of the forest fund infrastructure development within the boundaries of differentiation assessment according to the calculated integral indicator of infrastructure development was obtained; the regression model for calculating the rent rate taking into account the taxation value and integral indicator infrastructure development was received: the cadastral value of forest lands taking into account the developed model was calculated.

How to cite: Kovyazin V.F., Kitcenko A.A., Shobairi S.O.R. Cadastral valuation of forest lands, taking into account the degree of development of their infrastructure // Journal of Mining Institute. 2021. Vol. 249. p. 449-462. DOI: 10.31897/PMI.2021.3.14
Geoeconomics and Management
  • Date submitted
    2021-02-05
  • Date accepted
    2021-03-30
  • Date published
    2021-04-26

Assessment of negative infrastructural externalities when determining the land value

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The work forms and substantiates the concept of land value, based on a new institutional theory. The infrastructural component of the cost of land in the presented concept determines, on the one hand, the efficiency of the use of natural resources, properties, demand for land on the market, on the other hand, the costs, which are determined not only by capital investments in construction of engineering infrastructure, but also by losses associated with restrictions on activities within zones with special conditions for territory use, creation of unfavorable conditions for economic activity, small contours, irregularities and others on a specific land plot, which are external negative infrastructural externalities that create losses of rights holders of land plots that are not compensated by the market, falling within the boundaries of these zones. Methods for assessing the impact of such negative infrastructural externalities on the cost of land encumbered by zones in different conditions of land market activity have been developed and tested, based on an expert-analytical approach (depressed market); the ratio of market values of land plots encumbered and unencumbered by a specific zone, and qualimetric modeling (inactive market); modeling by introducing into the model the factor of presence of zones with special conditions for territory use, based on the grouping of zones according to similar regulations for use, or by introducing the parameters of this factor (active market). Methods for taking into account spatial deficiencies and compensating for restrictions and prohibitions on activities on the territory of land plots with an individual market assessment are proposed.

How to cite: Bykova E.N. Assessment of negative infrastructural externalities when determining the land value // Journal of Mining Institute. 2021. Vol. 247. p. 154-170. DOI: 10.31897/PMI.2021.1.16
Geoecology and occupational health and safety
  • Date submitted
    2019-02-01
  • Date accepted
    2019-09-16
  • Date published
    2020-02-25

Priority parameters of physical processes in a rock mass when determining the safety of radioactive waste disposal

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Consideration of geodynamic, hydrogeochemical, erosion and other quantitative characteristics describing evolutionary processes in a rock mass is carried out when choosing a geological formation for the disposal of radioactive waste. However, the role of various process parameters is not equal for safety ensuring and additional percentages of measurement accuracy are far from always being of fundamental importance. This makes it necessary to identify various types of indicators of the geological environment that determine the safety of radioactive waste disposal for their detailed study in the conditions of the burial site. An approach is proposed to determine the priority indicators of physical processes in the rock mass that determine the safety of disposal of various types of radio active waste and require increased attention (accuracy, frequency of measurements) when determining in - situ conditions. To identify such factors, we used the sensitivity analysis method that is a system change in the limits of variable values during securty modeling in order to assess their impact on the final result and determine the role of various physical processes in ensuring safety.

How to cite: Gupalo V.S. Priority parameters of physical processes in a rock mass when determining the safety of radioactive waste disposal // Journal of Mining Institute. 2020. Vol. 241. p. 118-124. DOI: 10.31897/PMI.2020.1.118
Geoecology and occupational health and safety
  • Date submitted
    2017-10-29
  • Date accepted
    2017-12-31
  • Date published
    2018-04-24

Risk assessment of accidents due to natural factors at the Pascuales – Cuenca multiple-use pipeline (Ecuador)

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The natural aspects of the accident risk at the Pascuales – Cuenca multiple-use pipeline (Ecuador) are analysed in the paper. The Russian Methodological recommendations for the quantitative analysis of accident risks at hazardous production plants of oil trunk pipelines and oil product trunk pipelines issued in 2016 are used as a methodological framework due to relatively poorly defined evaluation mechanism for natural factors of accidents at oil trunk pipelines in the most widespread international accident risk assessment methodologies. The methodological recommendations were updated to meet the environmental conditions of oil pipelines of Latin America. It was found that the accidents due to natural factors make up approximately 15 % of cases at oil trunk pipelines in Ecuador. Natural geographical features of the areas surrounding the main Ecuadorian Pascuales–Cuenca oil trunk pipeline and its relatively short length allow defining three zones along the line in terms of the accident risk: lowland coastlines, high plateaus, and foothills. Calculations and analysis revealed that the maximum predicted specific frequency of accidents is characteristic of the lowland seaside area. The evidence showed that physical and chemical properties of soils and significant seismic activity are the root causes of failures.

How to cite: Zambrano D., Kovshov S.V., Lyubin E.A. Risk assessment of accidents due to natural factors at the Pascuales – Cuenca multiple-use pipeline (Ecuador) // Journal of Mining Institute. 2018. Vol. 230. p. 190-196. DOI: 10.25515/PMI.2018.2.190
Geoeconomics and Management
  • Date submitted
    2017-09-22
  • Date accepted
    2017-11-17
  • Date published
    2018-02-22

The problem of cadastral appraisal of forest lands taking into account the infrastructure of the forestry fund

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Forest lands are the main means of production in the forest sector. For the most territories in the Russian Federation there are established methods of cadastral appraisal, but not for the forest regions taking up 2/3 of the country’s area. In 2002 Russian Government made an attempt to solve this problem and recommended a method of cadastral appraisal for the lands of the forestry fund. However, the method did not find practical application and was dismissed in 2010, and no substitution followed. In each subject of the Russian Federation private appraisers offer their own options of forest land valuation, but their results differ significantly even for the lands with comparable species of wood, productivity, site quality and age composition of the stand. Moreover, valuation organizations do not take into account forest infrastructure. Authors propose a universal method suitable for the entire territory of the country, which will allow to calculate specific cadastral value of the forest lands taking into account taxation indices of the wood stands growing there. The method is suitable not only for the objective cadastral valuation of the forest lands – reasonable rental payments will provide an opportunity to develop transport infrastructure in the forestry fund, especially forest roads and bridges, and to make timely arrangements for plant maintenance, forest protection and reproduction, which will have a significant influence on social and economic development of forest regions in Russia.

How to cite: Kovyazin V.F., Romanchikov A.Y. The problem of cadastral appraisal of forest lands taking into account the infrastructure of the forestry fund // Journal of Mining Institute. 2018. Vol. 229. p. 98-104. DOI: 10.25515/PMI.2018.1.98
Geoeconomics and Management
  • Date submitted
    2016-11-20
  • Date accepted
    2017-01-07
  • Date published
    2017-04-14

Models for assessment of public-private partnership projects in subsurface management

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Aims and goals of this paper. The article is devoted to analysis of issues related to development of public-private partnership (PPP) projects in mineral resources sector of Russia. The special emphasis is given to the most common PPP model in the field of industrial infrastructure construction using the Investment Fund of RF. We offer specific tools to be used with Russian models for assessment of PPP projects and forecasting of its efficiency for its participants. This model allows evaluating the results of the whole deposit development process, constructing graphs of all types of expenditures and revenues (by years), and having rent assessment of deposit NPV (net present value) and internal rent rate (IRR). Methods and results. The iteration process at each step enables assessment of budget revenue forecast, living standards indexes, ecological parameters and performance indicators, as well as a certain variant of PPP project implementation for investors (direct government expenses on implementation of infrastructure objects and environmental activities, tax benefits). We have a set of tools for supporting the management decision making process in developing efficient PPP mechanism, balancing long-term government interests, private sector and local people interests arising during socio-economic development of mineral resources area. This method using the suggested tools for analyzing efficiency of a specific partnership mechanism is shown on the examples of projects of developing different deposits in Transbaikal region.

How to cite: Kalgina I.S. Models for assessment of public-private partnership projects in subsurface management // Journal of Mining Institute. 2017. Vol. 224. p. 247-254. DOI: 10.18454/PMI.2017.2.247
Geoecology and occupational health and safety
  • Date submitted
    2014-11-05
  • Date accepted
    2015-01-24
  • Date published
    2015-10-26

Use of geoinformation technologies for otpimized distribution of stations of atmospheric air quality monitoring

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The article deals with possible applications of modern geographic information systems for optimized distribution of stations of atmospheric air quality monitoring. Due to the fact that estimation of atmospheric pollutant concentrations is a reason for decisions to improve air quality, costly measures to protect the atmosphere and monitoring effectiveness of these actions, atmospheric air quality indicators, and therefore the proper distribution of monitoring stations, are of great importance. Results of model calculations of atmospheric air pollution, which have been recently developed in our country, in combination with GIS solutions, should be used for optimized distribution of stations of atmospheric air quality monitoring. One of the major factors of objective estimation of urban atmospheric air quality is proper reference of industrial and transport pollutant emission sources to the city’s topographic base (both in citywide and local coordinate systems), as well as distribution of stations of atmospheric air quality monitoring and selection of high-priority pollutants for a particular city district. Some recommendations for monitoring stations distribution and pollutants selection based on the GIS analysis of spatial distribution of maximum ground level concentrations of pollutants are given.

How to cite: Volkodaeva M.V. Use of geoinformation technologies for otpimized distribution of stations of atmospheric air quality monitoring // Journal of Mining Institute. 2015. Vol. 215. p. 107-114.
Problems in geodynamic safety in the exploration of solid deposits
  • Date submitted
    2009-10-18
  • Date accepted
    2009-12-17
  • Date published
    2010-09-22

Reuse of development workings as an element of providing the effective coal output

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The article contains the results of application in a coal mine of a combined way for protection and support of development workings. This method combines a frame support, anchors and a cast support strip erected behind the longwale. The geomechanical substantiation of technological parameters, regulations and the field for efficient use of this method are given. Its introduction has allowed to increase the loads on longwale and to lower labour content and expenses for maintenance of butt entries.

How to cite: Ilyashov M.A. Reuse of development workings as an element of providing the effective coal output // Journal of Mining Institute. 2010. Vol. 188. p. 66-69.
Problems in geomechanics of technologeneous rock mass
  • Date submitted
    2009-07-20
  • Date accepted
    2009-09-24
  • Date published
    2010-04-22

Methods for presetting of artificial yielding to anthracite pillars

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The article contains the results of in situ investigation of influence of yielding pillars on the stability of protected workings with different modes of preset yielding. Graphs of roof movements in the workings protected with yielding pillars, are given.

How to cite: Stradanchenko S.G., Titov N.V., Turuk Y.V. Methods for presetting of artificial yielding to anthracite pillars // Journal of Mining Institute. 2010. Vol. 185. p. 158-160.
Problems in geomechanics of technologeneous rock mass
  • Date submitted
    2009-07-05
  • Date accepted
    2009-09-27
  • Date published
    2010-04-22

The methods of strength definition for the rock mass properties applying to the open mining cut

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The review of factors influencing rock mass strength is given. Methods of definition for sample strength changeover to rock mass are considered in the article.

How to cite: Pavlovich A.A. The methods of strength definition for the rock mass properties applying to the open mining cut // Journal of Mining Institute. 2010. Vol. 185. p. 127-131.
Problems in geomechanics of technologeneous rock mass
  • Date submitted
    2009-07-21
  • Date accepted
    2009-09-27
  • Date published
    2010-04-22

Study of gas-and geodynamic state of technogenically changeable coal rock mass

Article preview

Intensification and concentration of the mining works increases substantially the risk of geo- and gasdynamic effects arising within the coal mines. Herewith are presented the results of the analytic and experimental studies on stress-strain state of rock mass due to technogenic impact. Under such conditions a potential avalanche destruction of coal rock mass may occur. Some criteria for evaluation of gas-dynamic danger for rock mass, for active stopes and development faces are given. The computer-aided system for monitoring of hazard of gas- and geodynamic phenomena in mines is suggested.

How to cite: Ruban A.D. Study of gas-and geodynamic state of technogenically changeable coal rock mass // Journal of Mining Institute. 2010. Vol. 185. p. 19-24.