Assessment of the impact of soil water saturation at the Malyshevske deposit on the stability of quarry structures

Vladyslav Yaroshenko
Received 22.01.2025, Revised 29.04.2025, Accepted 30.06.2025
Abstract

A high groundwater level and significant wettability of ore sands at the Malyshevske deposit create substantial risks for the stability of foundations, base soils, and structures within the quarry field. The study of these factors is critically important for ensuring the safety and reliability of mining and construction facilities. The objective of the paper was to determine the physical and mechanical properties and to assess the influence of ore sands on the stability of foundations, base soils, and structures within the quarry zone of the Malyshevske deposit, as well as to develop recommendations for their stabilisation. A comprehensive set of research methods was applied, including hydrogeological, geophysical, hydraulic analyses, and mathematical calculations. The investigation of hydrogeological conditions was used to identify the groundwater level and its impact on structural stability. Testing of ore sands was conducted to determine their physical and mechanical characteristics, including permeability and filtration properties. Key factors affecting foundation stability in high moisture zones were identified. Recommendations were developed to increase the bearing capacity of base soils and foundations through drainage systems, soil injection stabilisation, and the use of special materials with low permeability. The actual average filtration coefficient of ore sands at the Malyshevske deposit was determined using the piezometric head method. For the first time in this region, integrated measures were proposed that include a combination of drainage and filtration systems to reduce groundwater levels, along with mathematical modelling to forecast the impact of these changes on the stability of quarry structures. The study has considerable practical significance for the design and operation of quarries under conditions of elevated groundwater levels and high soil moisture saturation. The proposed methods and measures allow for effective risk reduction associated with fluctuations in groundwater levels and ensure the stability of quarry structures, which in turn enhances the safety of mining operations and reduces maintenance costs for engineering facilities

Keywords:
hydrogeology; groundwater; wettability; drainage; soil stabilisation; safety

Retrieved from Vol. 59, No. 1, 2025

Pages 22–32

References Suggested citation
  1. Abramov, Y., Basmanov, O., Oliinik, V., & Khmyrov, I. (2022). Justifying the experimental method for determining the parameters of liquid infiltration in bulk material. Eastern-European Journal of Enterprise Technologies, 4(10(118)), 24-29. doi: 10.15587/1729-4061.2022.262249.
  2. Abramson, L.W., Lee, T.S., Sharma, S., & Boyce, G.M. (2001). Slope stability and stabilization methods. New York: John Wiley & Sons.
  3. Ait-khouia, Y., Benzaazoua, M., Ievgeniia, M., & Demers, I. (2023). Moving towards sustainable mine waste rock management through automated mineral and geochemical analysis. Journal of Geochemical Exploration, 248, article number 107182. doi: 10.1016/j.gexplo.2023.107182.
  4. Babets, D., Kovrov, O., Moldabayev, S., Tereschuk, R., & Sosna, D. (2020). Impact of water saturation effect on sedimentary rocks strength properties. Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, 4, 76-81. doi: 10.33271/nvngu/2020-4/076.
  5. Biletskyi, V. (2004). Concise mining encyclopedia (Vol. 1). Donetsk: Donbass.
  6. Borziak, O., Liutyi, V., Romanenko, O., & Podtelezhnikova, I. (2022). Engineering and geological studies for construction. Kharkiv: Ukrainian State University of Railway Transport.
  7. DBN A.2.2-1:2021. (2021). Composition and content of environmental impact assessment (EIA) materials. Retrieved from https://online.budstandart.com/ua/catalog/doc-page.html?id_doc=98038.
  8. DBN V.1.1-46:2017. (2017). Engineering protection of territories, buildings, and structures from landslides and collapses: General provisions. Retrieved from https://online.budstandart.com/ua/catalog/doc-page.html?id_ doc=72096.
  9. Guanira, K., Valente, T.M., Ríos, C.A., Castellanos, O.M., Salazar, L., Lattanzi, D., & Jaime, P. (2020). Methodological approach for mineralogical characterization of tailings from a Cu (Au, Ag) skarn type deposit using QEMSCAN. Journal of Geochemical Exploration, 209, article number 106439. doi: 10.1016/j.gexplo.2019.106439.
  10. He, L., Shang, Y., Lei, X., & Li, G. (2024). Destabilization mechanism and prevention technology of open-pit mine slope with soft interlayer under rainfall infiltration conditions: A case study. Mining, Metallurgy & Exploration, 41, 859-873. doi: 10.1007/s42461-024-00941-3.
  11. Imam Robit, N.N., Md Nujid, M., Md Nor, N.S., Tholibon, D.A., & Mukhlisin, M. (2023). Investigation moisture content effect on bearing capacity failure of strip footing rested on silty sand soil based on crack characteristics assessment using non-destructive test. Procedia Structural Integrity, 47, 597-601. doi: 10.1016/j. prostr.2023.07.064.
  12. Ivanov, V., Arosio, D., Tresoldi, G., Hojat, A., Zanzi, L., Papini, M., & Longoni, L. (2020). Investigation on the role of water for the stability of shallow landslides – insights from experimental tests. Water, 12(4), article number 1203. doi: 10.3390/w12041203.
  13. Liu, B., Sun, Y., Wang, B., Han, Y., Zhang, R., & Wang, J. (2020). Effect of water content on mechanical and electrical characteristics of the water-rich sandstone during freezing. Environmental Earth Sciences, 79(10), article number 236. doi: 10.1007/s12665-020-08991-8.
  14. Maknoon, M., & Aubertin, M. (2021). On the use of bench construction to improve the stability of unsaturated waste rock piles. Geotechnical and Geological Engineering, 39, 1425-1449. doi: 10.1007/s10706-020-01567-0.
  15. Ngugi, H.N., Shitote, S.M., & Ambassah, N. (2021). Effect of variation in moisture content on soil deformation and differential settlement of frame structures in Nairobi area and its environs. The Open Construction and Building Technology Journal, 15, 106-128. doi: 10.2174/1874836802115010106.
  16. Oliinyk, V., Basmanov, O., & Mykhailovska, Yu. (2022). Method for experimental determination of liquid infiltration parameters in soil. Problems of Emergency Situations, 2(36), 15-25. doi: 10.52363/2524-0226-202236-2.
  17. Otunola, B.O., & Ololade, O.O. (2020). A review on the application of clay minerals as heavy metal adsorbents for remediation purposes. Environmental Technology & Innovation, 18, article number 100692. doi: 10.1016/j. eti.2020.100692.
  18. Popov, V., & Popova, A. (2022). Combined tunnel type floodgates for road facilities. Modern Technologies, Materials and Structures in Construction, 19(2), 60-71. doi: 10.31649/2311-1429-2022-2-60-71.
  19. Saberi, N., & Vriens, B. (2024). The effects of water content on mineralogical and drainage quality dynamics in weathering mine waste rock. Minerals Engineering, 214, article number 108791. doi: 10.1016/j. mineng.2024.108791.
  20. Shapoval, V., Shashenko, O., Hapieiev, S., Khalymendyk, O., & Andrieiev, V. (2020). Stability assessment of the slopes and side-hills with account of the excess pressure in the pore liquid. Mining of Mineral Deposits, 14(1), 91-99. doi: 10.33271/mining14.01.091.
  21. Shu, L., Xie, L., He, B., & Zhang, Y. (2024). Comparison of the sample preparation strategies and impacts on the tensile strength of gas shale with variable moisture conditions. Energies, 17(10), article number 2327. doi: 10.3390/en17102327.
  22. Ślusarek, J., & Łupieżowiec, M. (2020). Analysis of the influence of soil moisture on the stability of a building based on a slope. Engineering Failure Analysis, 113, article number 104534. doi: 10.1016/j.engfailanal.2020.104534.
  23. Sobko, B., & Chebanov, M. (2018). Influence of physical and mechanical properties of soils on cut width of a dragline while truck loading. Collection of Research Papers of the National Mining University, 55, 112-119.
  24. Solodovnik, Т., & Yakymenko, I. (2021). Problems and methods of drinking water purification in the systems of decentralized water supply. Bulletin of Cherkasy State Technological University, 26(2), 63-81. doi: 10.24025/23064412.2.2021.239703.
  25. Suiarko, V. (2019). Engineering geology (with the basics of geotechnics). Kharkiv: V.N. Karazin Kharkiv National University.
  26. Taha, Y., Benarchid, Y., & Benzaazoua, M. (2021). Environmental behavior of waste rocks based concrete: Leaching performance assessment. Resources Policy, 74, article number 101419. doi: 10.1016/j. resourpol.2019.101419.
  27. Tokunaga, T.K. (2020). Simplified green-ampt model, imbibition-based estimates of permeability, and implications for leak-off in hydraulic fracturing. Water Resources Research, 56(4), article number e2019WR026919. doi: 10.1029/2019WR026919.
  28. US Geological Survey. (2020). Mineral commodity summaries. Reston: U.S. Geological Survey. doi: 10.3133/ mcs2020.
  29. Vasylenko, S. (2015). Geological structure, formation conditions, and ore-bearing capacity of the MotronivskeAnnivske titanium-zirconium placer deposit. (Doctoral dissertation, Institute of Geological Sciences of the National Academy of Sciences of Ukraine, Kyiv, Ukraine).
  30. Vriens, B., Plante, B., Seigneur, N., & Jamieson, H. (2020). Mine waste rock: Insights for sustainable hydrogeochemical management. Minerals, 10(9), article number 728. doi: 10.3390/min10090728.
  31. Wang, D., Taleghani, A.D., & Yu, B. (2022). Height effect on interactions between the hydraulic fracture and natural fractures. Geofluids, 2022(1), article number 4642326. doi: 10.1155/2022/4642326.
  32. Yang, G., Chen, Y., Liu, X., Yang, R., Zhang, Y., & Zhang, J. (2023). Stability analysis of a slope containing watersensitive mudstone considering different rainfall conditions at an open-pit mine. International Journal of Coal Science & Technology, 10, article number 64. doi: 10.1007/s40789-023-00619-z.
  33. Yao, Y., Fan, J., & Li, J. (2025). A review of advanced soil moisture monitoring techniques for slope stability assessment. Water, 17(3), article number 390. doi: 10.3390/w17030390.
  34. Zotsenko, M., Kovalenko, V., Yakovliev, A., Petrakov, O., Shvets, V., Shkola, O., Bida, S., & Vynnykov, Yu. (2004). Engineering geology. Soil mechanics, foundations, and basements. Poltava: National University “Yuri Kondratyuk Poltava Polytechnic”.
Yaroshenko, V. (2025). Assessment of the impact of soil water saturation at the Malyshevske deposit on the stability of quarry structures. Mining Journal of Kryvyi Rih National University, 59(1), 22-32. https://doi.org/10.31721/2306-5435-2025-1-22-32
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