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APPLIED RESEARCHES
Название The use of deep borehole imaging data in reconstruction of active stress mode at a polymetallic deposit of intrusive genesis
DOI 10.17580/gzh.2024.01.11
Автор Trofimov A. V., Kirkin A. P., Rumyantsev A. E., Kolganov A. V.
Информация об авторе

Girponickel Institute LLC, Saint-Petersburg, Russia

A. V. Trofimov, Head of Geotechnique Laboratory, Candidate of Engineering Sciences
A. P. Kirkin, Researcher at Geotechnique Laboratory, KirkinAP@nornik.ru
A. E. Rumyantsev, Chief Specialist at Geotechnique Laboratory, Candidate of Engineering Sciences
A. V. Kolganov, Researcher at Geotechnique Laboratory

Реферат

The stress–strain analysis of rock mass is an obligatory stage of a mineral access project. It is often difficult to investigate stresses and strains because of the great depth of ore occurrences, and for this reason, the initial stress assessment is only possible when studying damages of walls in exploratory and geotechnical boreholes. Another method of the stress–strain behavior investigation at rockburst-hazardous deposits is core discing. This method allows determining the degree of rockburst hazard and the maximal stress which leads to the formation of discs, but it is impossible to reveal the directions of the active stresses. In this case, it is possible to assess the level of the stresses by damages of borehole walls. It is known that a damage zone appears in the direction which is perpendicular to the action of the maximal stresses, and it becomes possible to determine both the value and direction of stresses. Detection of damage zones and their spatial orientation uses the method of acoustic borehole imaging. The article presents the processed data of acoustic imaging of geotechnical borehole walls in the field of a polymetallic ore deposit of intrusive genesis. From the data on the size and spatial orientation of plastic deformation zones, the primary assessment of the initial stresses is carried out. The verification of the results used the finite element-based modeling. The stress state was mostly tectonic and governed by the high-rate regional fault. The value of the maximal horizontal stress reached 70 MPa in some areas.

Ключевые слова Stress–strain behavior, acoustic imaging, ATV scanner, borehole damage, numerical modeling, physical and mechanical properties, plastic deformation, geotechnical boreholes
Библиографический список

1. Aynbinder I. I., Kaplunov D. R. Risk-based approach to selection of deep-level mining technology. GIAB. 2019. No. 4. pp. 5–19.
2. Rasskazov I. Yu., Batugin A. S., Fedotova Yu. V., Potapchuk M. I. The proneness assessment of a mineral deposit to tectonic rockburst: A case-study of Yuzhnoe deposit. Gornyi Zhurnal. 2023. No. 1. pp. 74–78.
3. Bashkov V. I., Khristolyubov E. A., Eremenko A. A., Filippov V. N., Konurin A. I. Substantiation of mining system parameters for rock-burst hazardous blind iron ore bodies in Gornaya Shoria. GIAB. 2018. No. 3. pp. 18–31.
4. Gray I. Effective stress in rock. Proceedings of the Eighth International Conference on Deep and High Stress Mining. Perth : Australian Centre for Geomechanics, 2017. pp. 199–207.
5. Trofimov A. V., Kirkin A. P., Rumyantsev A. E., Yavarov A. V. Use of numerical modelling to determine optimum overcoring parameters in rock stress-strain state analysis. Tsvetnye Metally. 2020. No. 12. pp. 22–27.
6. Salvini R., Ermini A., De Lucia V., Beltramone L., Silvestri D. et al. Stress–strain investigation of the rock mass based on overcoring with CSIRO HI Cell Test and numerical modeling: A case study from an Italian underground marble quarry. Geosciences. 2022. Vol. 12, Iss. 12. 441. DOI: 10.3390/geosciences12120441
7. Regulatory documents in the area of activity of the Federal Environmental, Industrial and Nuclear Supervision Service. Instruction on rockburst hazard assessment in metalliferous and nonmetallic deposits. Issue 8. Series 06. Mining Safety and Supervision and Authorization Activity Papers. Moscow : ZAO NTTs PB, 2016. 52 p.
8. Konoshonkin D. V., Rukavishnikov V. S. Geometrical approximation of borehole collapses to perform calibration of geomechanical model. GIAB. 2021. No. 12. pp. 58–72.

9. Lin H., Kang W. H., Oh J., Canbulat I., Hebblewhite B. Numerical simula tion on borehole breakout and borehole size effect using discrete element method. International Journal of Mining Science and Technology. 2020. Vol. 30, Iss. 5. pp. 623–633.
10. Zoughy P., Molladavoodi H., Nikoosokhan S., Fatahi Mehraban L. Numerical modeling of logged wellbore breakouts using cohesion-weakening frictional-strengthening models. Journal of Petroleum Science and Engineering. 2021. Vol. 198. 108206.
11. Srinivas K. N. S. S. S., Shihari Rao M., Pavan Kishore P., Gopinadh D., Haris Raza et al. Delineation of fractures through acoustic televiewer log. Journal of the Geological Society of India. 2018. Vol. 91, Iss. 5. pp. 569–574.
12. Benedicto A., Harrison G., Eccles B., Ledru P. Advanced use of Borehole Acoustic Televiewer (ATV) for structural interpretation of unconformity-related uranium deposits. Economic Geology. 2021. Vol. 116, No. 6. pp. 1435–1453.
13. Hamid Roshan, Danqi Li, Ismet Canbulat, Klaus Regenauer-Lieb. Borehole deformation based in situ stress estimation using televiewer data. Journal of Rock Mechanics and Geotechnical Engineering. 2023. Vol. 15, Iss. 9. pp. 2475–2481.
14. Federal Code of Industrial Safety : Safety Regulations for Rockburst-Hazardous Mining. Moscow : NTs PB, 2014. Series 06. Safety, supervision and permission activity in mining industry. Iss. 7. 80 p.
15. Zoback M. D., Moos D., Mastin L. G., Anderson R. N. Well bore breakouts and in situ stress. Journal of Geophysical Research. 1985. Vol. 90, No. B7. pp. 5523–5530.
16. Barton C. A., Zoback M. D., Burns K. L. In-situ stress orientation and magnitude at the Fenton geothermal site, New Mexico, determined from wellbore breakouts. Geophysical Research Letters. 1988. Vol. 15, No. 5. pp. 467–470.
17. Jaeger J. C., Cook N. G. W., Zimmermann R. W. Fundamentals of Rock Mechanics. 4th ed. Oxford : Blackwell Publishing, 2007. 488 p.
18. Kaiser P. K., Maloney S., Vasak P., Wang G. Seismic excavation hazard evaluation in underground construction. 7th RaSiM6. Dalian, 2009.
19. Martin C. D., Kaiser P. K., McCreath D. R. Hoek–Brown parameters for predicting the depth of brittle failure around tunnels. Canadian Geotechnical Journal. 1999. Vol. 36(1). pp. 136–151.
20. Kaiser P. K. Rock Mechanics Considerations for Construction of Deep Tunnels in Brittle Rock. Rock Mechanics in Underground Construction : Proceedings ISRM International Symposlym 2006, 4th Asian Rock Mechanics Symposium. Singapore : World Scientific Publishing, 2006. pp. 47–58.

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