The purpose of the article is to illustrate and, where possible, explain the regularities of the internal structure of technogenic accumulations at the "Pivnichnyi" and "Pivdennyi" iron ore quarries located near Kryvyi Rih city. The research methodology consisted of the following stages: a) field measurements and data collection; b) laboratory data processing, which included: plotting structural data, statistical analysis, and calculating averaged values of azimuths and dip angles and the scatter of these values for planar structural elements of both bedrock blocks and technogenic accumulations, as well as calculating the rotation angles of the bedrock blocks and the Structuring Planes within the technogenic formations. Novelty of Research Results. A) The varying degree of structure in technogenic accumulations (screes, embankments, and filled artificial voids) of the quarry dumps has been established. The study identifies both unstructured and varying degrees of structured accumulations, specifically recording such structural elements as layering, mechanical foliation, and linearity within the latter. B) Two methods for calculating the rotation angles of bedrock blocks and the structuring planes of technogenic formations relative to the vertical and horizontal axes are proposed, which allowed for the quantitative assessment of their mutual displacement. C) It is established that the formation of newly formed planar structures within technogenic accumulations is a directed process, resulting from the inheritance of the host rock's structural anisotropy – initially shaped by regional strike-slip stress regimes – which leads to the creation of the accumulation's own, oriented technogenic stratification (layering). D) It is conceptually substantiated that the bedrock blocks and the technogenic accumulations develop and form as a single, mutually coordinated object, which is termed a "geological-technogenic system," functioning due to "geodynamic interaction." E) It is demonstrated that the transformation of technogenic accumulations (their self-structuring and "completion") is a constructive phenomenon that could serve as a natural laboratory for monitoring the processes of structural-textural element formation in loose media. The practical significance of this research lies in utilizing the classification of structural neoformations within technogenic accumulations as a criterion to assess their assimilation potential and suitability for economic development. This classification provides essential geomechanical parameters necessary for forecasting slope stability and minimizing collapse risks in open-pit mining.
- , К., Bhandary, N., Dahal, R., & Yatabe, R. (2016). Seepage and slope stability modelling of rainfall-induced slope failures in topographic hollows. Geomatics, Natural Hazards and Risk, 7(2), 721746. http://dx.doi.org/10.1080/19475705.2014.954150
- Agliardi, F., Crosta, G., Zanchi, A., & Ravazzi C. (2009). Onset and timing of deep-seated gravitational slope deformations in the eastern Alps, Italy. Geomorphology, 103(1), 113-129. https://doi.org/10.1016/j.geomorph.2007.09.015
- , I., Hadji, R., Hamed, Y., Hamdi, N., Gentilucci, M., & Hajji, S. (2023). The geoenvironmental factors influencing slope failures in the Majerda basin, Algerian‑Tunisian border. Euro-Mediterranean Journal for Environmental Integration, 9(3). https://doi.org/10.1007/s41207-023-00423-w
- ar, L., & Shah, M. (2020). Deep-Seated Slope Stability Analysis and Development of Simplistic FOS Evaluation Models for Stone Column-Supported Embankments. Transportation Infrastructure Geotechnology, 8(1):1-25. https://doi.org/10.1007/s40515-020-00134-7
- in Ukrainian)
- Dovgii, S. O., Ivanchenko, V. V., Korzhnev, M. M., Kurylo, M. M., Trofymchuk, O. M., Chumachenko, S. M., Yakovlev, E. O., & Belitska, M. V. (2016). Assimilation potential of the geological environment of Ukraine and its evaluation. National Academy of Sciences of Ukraine, Institute of Telecommunications and Global. information space. Kyiv Nika-Center. (in Ukrainian)
- ma, J., Cantone, A., Mura, J., Pasquali, P., Paradella, W., Santos, A., Silva, G. (2017). Monitoring subsidence of open pit iron mines at Carajás Province based on SBAS interferometric technique using TerraSAR-X data. Remote Sens. Appl. Soc. Environ., 8, 199–211. https://doi.org/10.1016/j.rsase.2017.09.001
- , J. (1979). Embankment stability on anisotropic soft clays. Canadian Geotechnical Journal, 16(2). https://doi.org/10.1139/t79-031
- Hancock, G., & Willgoose, G. (2017). Land destruction and redevelopment – the use of computer based landscape evolution models for post-mining landscape reconstruction. Science.gov (United States). post-mining landscape rehabilitation: Topics by WorldWideScience.org
- , M., Krenn, H., Wheeler, S.J., Koskinen, M., & Zentar, R. (2005). Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment. International Journal of Geomechanics, 5(2). https://doi.org/10.1061/(ASCE)1532-3641 (2005) 5:2(87)
- , S., Heymann, A., Gotteland, P., & Nicot F. (2014). Real-scale investigation of the kinematic response of a rockfall protection embankment. Nat. Hazards Earth Syst. Sci., 14, 1269–1281. www.nat-hazards-earth-syst-sci.net/14/1269/2014/. https://doi.org/10.5194/nhess-14-1269-2014
- , O.I., Vakarchuk, S.G., & Kravchenko, D. V. (2014). Structural and paragenetic analysis (on a tectonofacies basis). Book 1: Epizone. Kyiv, KNUTSH.
- Malakhov, G. M. (1990). Management of mountain pressure during the development of ore deposits of the Kryvorozh basin. Kyiv: Naukova dumka.
- Mu H. (2025). Research on the disaster mechanism and control technology of large section high waste dump slope in open pit mines. Sci. Rep. 15, 8909. https://doi.org/10.1038/s41598-025-93268-y
- Pryvalov, V. O., Osmachko, L. S., & Ponomarenko, O. M. (2020). Geodynamic conditions of formation of structural-material complexes of the Precambrian of the Ukrainian Shield]. Kyiv: Scientific-Production Enterprise "Naukova Dumka Publishing House" of the National Academy of Sciences of Ukraine.
- Report (final) on the SRW under the contract No. 02/2023-IGNS dated June 13, 2023 with RUDOMAIN LLC "Geological investigation of the deposit of oxidized iron ores of the 5th and 6th iron horizons of the saksagan suite of the Kryvyi Rih series of plots No. 2 and No. 3 of the "Pivdennyi" quarry (c. Kryvyi Rih)" with the study of technogenic disturbance of the primary geological environment as a result of long-term exploitation of the deposit by open and underground mining methods". Science. manager V. G. Verkhovtsev, resp. performed by V. V. Pokaliuk; performers: Gubina V. G., Spitsya R. O., Yatsenko V. G., Osmachko L. S., Zaborovska L. P., Lytvynenko Yu. O., Lavrynenko O. M., Snisar V. P., Tyshchenko Yu. E., Kulibaba V. M., Nozhenko O. V., Sulima G. P., Chuprinova S. F. Kyiv, State University "Institute of Environmental Geochemistry of the National Academy of Sciences of Ukraine", 286 p.
- Report on the exploration of the solid mineral deposit (2018) "Geological and economic evaluation of the feasibility of attracting poor ores with an on-board Fe content of 36% within the boundaries of site No. 2 of the "Pivdennyi" quarry in the city of Kryvyi Rih, Dnipropetrovsk region». [Text, maps]. Geoprof; resp. exclamation. State Reg. No. of geological survey U-18-6/1. O. Kotenko, K. Perelyhin, S. Sharikov, A. Olshevska. Kyiv, State Enterprise "Geoinform of Ukraine". 168 p.
- Report on the exploration of the solid mineral deposit (2020). "Geological and economic assessment of iron ore reserves of the fourth and fifth iron horizons of the Saksagan deposit, the former mine named after Dzerzhinsky quarry "Pivnichnyi" and additional exploration of the western flank for the purpose of geological re-examination and expansion of the boundaries of the project contours of the quarry for further industrial development in the city of Kryvyi Rih, Dnipropetrovsk region". State Reg. No. of geological survey U-20-7/3. Olshevska, A., Kotenko, O., & Sharikov S. Kyiv. State Enterprise "Geoinform of Ukraine".
- eport on the search for abandoned mining products. Quarry "Pivnichnyi". Krynytskyi, L.M. (2021). Works on georadar scanning of landslide zones and buried self-collapse funnels, mine workings and extraction chambers within the territories of the quarry "Pivnichnyi" and its western flank. The scanning depth is 100 m. The volume of work is 10,705 p.m. State Reg. No. of geological survey U -21-8/5. Kryvyi Rih. FOP Krynytskyi.
- C., Oggeri, C., & Peila, D. (2009). Design of reinforced ground embankments used for rockfall protection. Nat. Hazards Earth Syst. Sci. 9, 1189–1199. DOI: 10.5194/nhess-9-1189-2009 Source: DOAJ www.nat-hazards-earth-syst-sci.net/9/1189/2009/
- Semenenko, N.P., Tokhtuev, G.V., Kravchenko, V.M., & Yaroschuk E. A. (1981). The structure of the Kryvyi Rih deposits of rich ores and the patterns of their development in large depths. Kyiv: Naukova dumka.
- , B., Moghal, A., Rehman, A., & Chittoori, B. (2023). Shear, Consolidation Characteristics and Carbon Footprint Analysis of Clayey Soil Blended with Calcium Lignosulphonate and Granite Sand for Earthen Dam Application. Sustainability Construction Materials and Technology, 15(7), 6117; https://doi.org/10.3390/su15076117
- Young-Suk, Song, Kyeong-Su, Kim, & Kyu-Seok, Woo. (2012). Stability of embankments constructed from soil mixed with stone dust in quarry reclamation. Environ Earth Sci 67:285–292. DOI 10.1007/s12665-011-1507-9.
- , L., Potts, D., & Hight D. (2002). The effect of strength anisotropy on the behaviour of embankments on soft ground. Géotechnique, 52 (6), 447-457. https://doi.org/10.1680/geot.2002.52.6.447
- , B.A., Shahien, M., Elshemy, M., & Kirra M. (2018). SEEPAGE AND SLOPE STABILITY ANALYSIS OF EARTH DAMS. Conference: ICOLD 2018. At: Veinna, 1-7/7/2018.