We present the articles of the third issue of scientific journal "Mining Science and Technology” (Russia) for 2024:

Using hydrodynamic simulation based on a multicomponent (compositional) model, a comparative analysis of the development of a gas-condensate reservoir by vertical and horizontal wells was carried out, the results of which revealed the advantage of reservoir development by vertical wells compared to horizontal wells in terms of maximum condensate recovery.

For more information, see the article:

🔥 Tomskiy K.O., Ivanova M.S., Nikitin E.D., Rudykh L.A. Application of hydrodynamic simulation on the basis of a composite model to improve the efficiency of gas-condensate reservoir development. Mining Science and Technology (Russia). 2024;9(3):221-230. https://doi.org/10.17073/2500-0632-2023-10-176 🔥

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#inenglish #MST #condensate #field #condensate_recovery #gas #geomechanics #geophysics #oil #well #deposit #modeling

We present the articles of the third issue of scientific journal "Mining Science and Technology” (Russia) for 2024:

Interesting studies have been conducted in the field of assessing the geotechnical stability of rock masses.

Using the calculated ratings, the rock masses of ore bodies and host sediments were evaluated for stability (classes/categories have been assigned), and the optimal method and parameters of workings support were determined. The geotechnical database accumulated during the research process provides the feasibility of calculating alternative ratings such as MRMR, RMi, GSI, etc., without the use of transient equations.

For more information, see the article:

🔥 Serebryakov E.V., Zaytsev I.A., Potaka A.A. Assessment of rating parameters of the rock mass conditions at Udachny underground mine deep levels. Mining Science and Technology (Russia). 2024;9(3):206-220. https://doi.org/10.17073/2500-0632-2023-12-192 🔥

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#inenglish #MST #televiewer #jointing #stability #supports #geomechanics #mining #working #mine #rock

We present the articles of the third issue of scientific journal "Mining Science and Technology” (Russia) for 2024:

A systematic approach to evaluating environmental safety in metro operations, based on modelling the development of defects in tunnel structures under the influence of hydrogeological factors, will help organize existing information on potential accidents and develop monitoring methods and measures to minimize risks that compromise the environmental sustainability of underground transport infrastructure.

For more information, see the article:

📌 Zhukov S.A. Substantiation of environmental safety in metro facility operations considering hydrogeological risks. Mining Science and Technology (Russia). 2024;9(3):283-291. https://doi.org/10.17073/2500-0632-2024-04-259

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#inenglish #MST #metro #underground #subway #ecology #safety #innovation #risks #geology #transport #hydrogeology #sustainability #accident #monitoring #tunnel #technology #construction #emission #energy #efficiency #concrete #defects #extraction #quicksand #aquifer #borehole #lining #deformation #leaching #tubbing #modeling #geomechanics #waterproofing #disposal #waste

How to estimate the modulus of deformation of a block rock masses using discrete element simulations?

The deformation modulus of rock mass is a fundamental parameter in the geomechanics of tunnels, mining, and other geotechnical rock-supported facilities. The mechanical properties of a rock mass, seen as a fractured medium, are determined by the intact rock, the pattern of relative joint-sets, the geometrical arrangement of the joints, and their mechanical properties. Joint sets, acting as planar discontinuities, confer scale and direction-dependent mechanical properties. The critical factor influencing the deformational behavior of a rock mass is the stiffness of its fractures and discontinuities. The present study investigates the anisotropic deformation modulus of blocky rock masses formed by three intersecting joint sets, including two orthogonal sets. This was achieved through discrete element simulations of representative volumes of blocky rock masses. These studies facilitate the estimation of the blocky rock mass deformation modulus in different directions without the need for laboratory and in-situ tests or empirical relationships.

For more information, see the article:

📌 Ahrami O., Javaheri Koupaei H., Ahangari K. Determination of deformation modulus and characterization of anisotropic behavior of blocky rock masses. Mining Science and Technology (Russia). 2024;9(2):116-133. https://doi.org/10.17073/2500-0632-2023-08-143

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#inenglish #MST #anisotropy #deformation #modulus #mass #rocks #loading #fracture #stiffness #strength #shear #resistance #stress #displacement #sliding #quartz #modeling #coefficient #index #blocks #deformations #material #surface #structure #boundary #experiment #geomechanics #JRC #UCS #GSI #simulation

We present the articles of the first issue of scientific journal "Mining Science and Technology” (Russia) for 2025:

Scientists investigated a novel method for reinforcing sandy soils using polyurethane compounds. During construction of engineering structures and mineral deposit development, strengthening loose rock formations often becomes necessary, yet conventional polymer reinforcement techniques provide insufficient strength. Experimental studies introduced a two-solution treatment technology: initial mixing of sand with a slow-reacting highly elastic compound followed by addition of 5% rapid-curing single-component resin. Triaxial compression tests demonstrated that this approach creates cured polymer aggregates that bind mineral grains without complete void filling, increasing sand strength by 5-fold. The resulting geomaterial exhibits superior deformation resistance under axial stress, while maintaining strength independence from rapid-curing additives when the resin-to-rock volume ratio exceeds 0.3. The research confirms that the dual-solution method significantly enhances soil stability even with minimal polymer consumption, offering important practical applications for construction and mining operations.

For more information, see the article:

📌 Shilova T.V., Serdyukov S.V., Drobchik A.N. Experimental research of stress-strain properties of sandy soil when strengthened with polyurethane compounds. Mining Science and Technology (Russia). 2025;10(1):15-24. https://doi.org/10.17073/2500-0632-2024-08-303


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How to determine the deformation modulus and anisotropy in blocky rock masses?

🔹 In a study published in Mining Science and Technology (Russia), the authors investigated the anisotropic behavior of blocky rock masses. They employed the discrete element method to model and analyze the deformation modulus as a function of loading direction, joint properties, and intact rock characteristics.

🔹 Key Findings:
✔️ The deformation modulus depends on the Joint Roughness Coefficient (JRC) and the Uniaxial Compressive Strength (UCS) of the intact rock.
✔️ The influence of joint roughness on the deformation modulus is three times greater than that of intact rock strength.
✔️ The degree of anisotropy in the deformation modulus ranged from 1.6 ≤ Rₑ ≤ 2.5, with an average value of 1.88.
✔️ During joint sliding failure, the yield strain (0.2–0.4) is independent of the loading angle (θ) and the orientation of the third joint set (α).

🔹 Practical Applications:
The results enable the prediction of rock mass behavior without costly field tests, which is crucial for designing tunnels, boreholes, and other geotechnical structures.

Read the full study in Mining Science and Technology (Russia):

📌 Ahrami O., Javaheri Koupaei H., Ahangari K. Determination of deformation modulus and characterization of anisotropic behavior of blocky rock masses. Mining Science and Technology (Russia). 2024;9(2):116–133. https://doi.org/10.17073/2500-0632-2023-08-143

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#InEnglish #MST #anisotropy #deformation #modulus #mass #rocks #loading #fracture #stiffness #strength #shear #resistance #stress #displacement #sliding #quartz #modeling #coefficient #index #blocks #deformations #material #surface #structure #boundary #experiment #geomechanics #JRC #UCS #GSI #simulation

🔥 Coming soon: new issue of "Mining Science and Technology" Journal!

📅 Expert analysis, innovations, and practical case studies – coming soon!"

This issue features:

📌 Talgamer B. L., Meshkov I. A., Murzin N. V., Roslavtseva Yu. G. Justification of the optimal width of a front bank;
📌 Sekerina D. D., Saitgaleev M. M., Senchina N. P., et al. Role of strike-slips and graben-rifts in controlling oil and gas reservoirs in deep horizons of the Russko-Chaselsky Ridge (West Siberian Province);
📌 Boyarko G. Y., Bolsunovskaya L. M. Mineral resource base of Russia’s cobalt: current state and development prospects;
📌 Indrupskiy I. M., Sukhinina E. A., Alekseeva Yu. V. Analysis of the mechanism of cyclic geomechanical treatment to increase well productivity in carbonate reservoirs;
📌 Rastanina N. K., Golubev D. A., Perfiliev A. V., et al. Assessment of the elemental status of the young population in Solnechny, Khabarovsk krai, as part of mining environmental monitoring;
📌 Ovchinnikov N. P. Reducing mine water contamination at the local drainage facility of a kimberlite mine;
📌 Yurak V. V., Ignatyeva M. N., Komarova O. G. Economic incentive instruments for the development of technogenic deposits.

📅 The issue will be released in the coming days!

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How to Assess Rock Mass Stability at Deep Mine Levels?

Geomechanical rating classifications are key tools for designing underground mining operations. A new study presents a detailed assessment of rock mass conditions at deep levels of the Udachny mine using RMR and Q systems.

🔹 Key Findings from the Study:
• RMR: Range of 32–62 at Q = 1, median values:
o kimberlites of the Zapadny Ore Body (ZOB) — Class III stability;
o kimberlites of the Vostochny Ore Body (VOB) — Class IV;
o host rocks — Class II (average RMR = 54).
• Q-Index: Logarithmic range of 0.18–105.6, median values:
o VOB — Class D (poor condition);
o ZOB — Class C (fair condition);
o Host rocks — Class B (Q ~ 4–10).
• Rock Strength (UCS):
o kimberlites: 2.15–119.48 MPa (variability due to heterogeneous composition)
o host sediments: 28.14–71.73 MPa (average: 41.05 MPa)
• Jointing:
o host rocks — Class I (monolithic, >2 m spacing);
o ZOB — Class III (0.5–1 m spacing);
o VOB — Class IV (0.1–0.5 m spacing).

🔹 Practical Recommendations:
• for permanent workings: rockbolting (2 m length, 1–4 m spacing) with 5–6 cm shotcrete;
• for excavation junctions: reinforced support (2.5 m rockbolts, 9–12 cm shotcrete);
• moderate correlation between RMR and Q due to differing parameter sensitivities (e.g., RMR ignores rockbursts, Q omits strength).

The study highlights the need for integrated approaches: ratings require continuous updates as mining progresses.

📌 Read the full paper:
Serebryakov E.V., Zaytsev I.A., Potaka A.A. Assessment of rating parameters of the rock mass conditions at Udachny underground mine deep levels. Mining Science and Technology (Russia). 2024;9(3):206-220. https://doi.org/10.17073/2500-0632-2023-12-192

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