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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

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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
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
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
Metallurgy and concentration
  • Date submitted
    2016-10-27
  • Date accepted
    2017-01-02
  • Date published
    2017-04-14

Chemistry as a basis for solving environmental issues

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The article summarizes over 40 years of authors’ experience in the field of physical chemistry and chemical technology of glassy state of materials. It is shown that environmental issues are caused not by Chemistry as a science but by actions of ecologically illiterate humans using its advances. It is noted that without chemistry humankind cannot live comfortably and solve existing environmental problems. In support these facts we describe several developments made by authors of this article in energy industry, high temperature machinery, glass production technology, glassy phosphate fertilizers, production of non-waste systems and complex research of physical-chemical principles of glassy oil sorbents production of organic and non-organic nature.

How to cite: Kogan V.E., Shakhparonova T.S. Chemistry as a basis for solving environmental issues // Journal of Mining Institute. 2017. Vol. 224 . p. 223-228. DOI: 10.18454/PMI.2017.2.223
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
Problems in geodynamic and ecological safety in the exploration of fields of oil and das, their storage and transporta
  • Date submitted
    2009-10-02
  • Date accepted
    2009-12-23
  • Date published
    2010-09-22

The problems of efficient use of the tumenian reservoirs at final stage of low-pressure gas production and prospects in their solutions

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The reserves depletion estimation is presented for main (base) fields in the north part of the Tumenian area. The significance of long time production of base fields is shown. The main problems of efficient use are shown for reservoirs at final stage of low-pressure gas field. The methodology associated with solving the problem is formulated for low profitability in low-pressure gas output. The recommendations for State support of subsurface users are prepared for efficient low-pressure gas production and efficient use of reserves at all.

How to cite: Bugriy O.E. The problems of efficient use of the tumenian reservoirs at final stage of low-pressure gas production and prospects in their solutions // Journal of Mining Institute. 2010. Vol. 188 . p. 214-217.
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.