gscienceMining Science and Technology (Russia)Горные науки и технологии2500-0632The National University of Science and Technology MISiIS (NUST MISIS)10.17073/2500-0632-2022-1-49-56gscience-330Research ArticleCONSTRUCTION OF MINING ENTERPRISES AND UNDERGROUND SPACE DEVELOPMENTСТРОИТЕЛЬСТВО ГОРНЫХ ПРЕДПРИЯТИЙ И ОСВОЕНИЕ ПОДЗЕМНОГО ПРОСТРАНСТВАAnalysis of mechanized tunneling parameters to determine the overcutting characteristicsАнализ параметров механизированной проходки тоннелей для определения характеристик перебора грунтаhttps://orcid.org/0000-0001-8635-232XКонюховД. С.KonyukhovD. S.

Дмитрий Сергеевич Конюхов – кандидат технических наук, доцент, Руководитель отдела научного сопровождения строительства

Scopus ID 6507981388

г. Москва

Dmitrii S. Konyukhov – Cand. Sci. (Eng.), Assoc. Professor, Head of the Department of Scientific Support for Construction

Scopus ID 6507981388

Moscow

АО «Мосинжпроект»РоссияJSC MosinzhproektRussian Federation202212042022714956Copyright © Konyukhov D.S., 20222022Конюхов Д.С.Konyukhov D.S.This work is licensed under a Creative Commons Attribution 4.0 License.https://mst.misis.ru/jour/article/view/330подземное строительствопроходкатоннелищитовой комплексHerrenknehtRobbinsгеотехнический мониторингперебор грунтакоэффициент перебора грунтаunderground constructiontunnelingtunnel boring machine (TBMblade shield)HerrenknehtRobbinsgeotechnical monitoringovercuttingcoefficient of overcuttingReferencesПотапова Е. В. Типология сооружений метрополитена для задач классификации геотехнических рисков. Горные науки и технологии. 2021;6(1):52–60. https://doi.org/10.17073/2500-0632-2021-1-52-60Potapova E.V. Typology of metro structures for the tasks of geotechnical risk classification. Mining Science and Technology (Russia). 2021;6(1):52-60. (In Russ.) https://doi.org/10.17073/2500-0632-2021-1-52-60Мангушев Р.А., Сапин Д.А., Кириллов В. М. Влияние типа конечных элементов при численном моделировании ограждений котлованов на конечную осадку фундаментов соседних зданий. В: Механика грунтов в геотехнике и фундаментостроении: Материалы международной научно-технической конференции. Новочеркасск; 2018. С. 708–718.Mangushev R.A., Sapin D.A., Kirillov V. M. Effect of finite element type on ultimate subsidence of neighboring building foundations in numerical modeling of shoring of excavation. In: Soil Mechanics in Geotechnics and Foundation Engineering: Proceedings of the International Research-to-Practice Conference. Novocherkassk. 2018. P. 708–718 (In Russ.)Куликова Е. Ю. Методические основы повышения эколого-технологической надежности городских подземных сооружений. Горный информационно-аналитический бюллетень. 2020;(6–1):176–185. https://doi.org/10.25018/0236-1493-2020-61-0-176-185Kulikova E. Yu. Methodical principles for improving the ecological and technological reliability of urban underground structures. Mining Informational and Analytical Bulletin. 2020;(6–1):176–185. (In Russ.) https://doi.org/10.25018/0236-1493-2020-61-0-176-185Никифорова Н. С., Коннов А. В. Прогноз деформаций оснований окружающей застройки с учетом защитных мероприятий. Основания, фундаменты и механика грунтов. 2020;(6):7–12.Nikiforova N. S., Konnov A.V. Predicting deformations of the surrounding buildings foundations with regard to protective measures. Soil Mechanics and Foundation Engineering. 2020;(6):7–12. (In Russ.)Gong Zh., Li Y., Liu M., Tang C. A case study for large excavation constructed by open cutting with under mining method in Xuzhou, China. In: World Tunnel Digital Congress and Exhibition (WTC) 2020 and the 46th General Assembly. 11–17 September 2020. Kuala Lumpur, Malaysia. 2020. Pp. 721–724.Gong Zh., Li Y., Liu M., Tang C. A case study for large excavation constructed by open cutting with under mining method in Xuzhou, China. In: World Tunnel Digital Congress and Exhibition (WTC) 2020 and the 46th General Assembly. 11–17 September 2020. Kuala Lumpur, Malaysia. 2020. Pp. 721–724.Hewitt P., Suthagaran V. Dealing with the challenges of ground response on deep urban excavations adjacent to underground transport infrastructure in Australia. In: World Tunnel Digital Congress and Exhibition (WTC) 2020 and the 46th General Assembly. 11–17 September 2020. Kuala Lumpur, Malaysia. 2020. Pp. 801–806.Hewitt P., Suthagaran V. Dealing with the challenges of ground response on deep urban excavations adjacent to underground transport infrastructure in Australia. In: World Tunnel Digital Congress and Exhibition (WTC) 2020 and the 46th General Assembly. 11–17 September 2020. Kuala Lumpur, Malaysia. 2020. Pp. 801–806.Konyukhov D. S., Polyankin A. G., Kazachenko S.A. An analysis of the factors which influence geotechnical calculations and monitoring data agreement. In: Proceedings of International Tunneling Symposium in Turkey. Challenges of Tunneling. Istanbul, Turkey. 2017. Pp. 51–63.Konyukhov D. S., Polyankin A. G., Kazachenko S.A. An analysis of the factors which influence geotechnical calculations and monitoring data agreement. In: Proceedings of International Tunneling Symposium in Turkey. Challenges of Tunneling. Istanbul, Turkey. 2017. Pp. 51–63.Устинов Д. В. Влияние выбора модели вмещающего массива на результаты моделирования проходки перегонных тоннелей метрополитена. Геотехника. 2018;(5–6):34–50.Ustinov D.V. Impact of the enclosing massif model selection over the results of subway tunnels excavation modelling. Geotechnics. 2018;(5–6):34–50. (In Russ.)Lee Ch.-J., Wu B.-R., Chiou Sh.-Y. Soil Movements Around a Tunnel in Soft Soils. In: Proceedings of the National Science Council, Republic of China (A). China. 1999;23(2):235-247.Lee Ch.-J., Wu B.-R., Chiou Sh.-Y. Soil Movements Around a Tunnel in Soft Soils. In: Proceedings of the National Science Council, Republic of China (A). China. 1999;23(2):235-247.Bourget A. P. F., Chiriotti E., Patrinieri E. Evolution of risk management during an underground project’s life cycle. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 4375–4385. https://doi.org/10.1201/9780429424441-463Bourget A. P. F., Chiriotti E., Patrinieri E. Evolution of risk management during an underground project’s life cycle. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 4375–4385. https://doi.org/10.1201/9780429424441-463Мангушев Р.А., Никифорова Н. С. Технологические осадки зданий и сооружений в зоне влияния подземного строительства. Под ред. Мангушева Р. А. М.: Изд-во АСВ; 2017. 168 с.Mangushev R.A., Nikiforova N. S. Process subsidence of buildings and structures in the underground construction affected zone. Мoscow: ASV Publishing House; 2017. 168 p. (In Russ.)Discussion sessions. Session 2: Bored tunnels: Construction. In: Bakker K. J., Bezuijen A., Broere W., Kwast E.A. (eds.) Proc. of the 5th International symposium “Geotechnical Aspects of Underground Construction in Soft Ground”. Netherlands, 2005. Pp. 945–950.Discussion sessions. Session 2: Bored tunnels: Construction. In: Bakker K. J., Bezuijen A., Broere W., Kwast E.A. (eds.) Proc. of the 5th International symposium “Geotechnical Aspects of Underground Construction in Soft Ground”. Netherlands, 2005. Pp. 945–950.Тупиков М. М. Особенности деформирования грунтового массива и сооружений при строительстве мелкозаглубленных коммуникационных тоннелей в городских условиях. [Автореферат дис…. канд. техн. наук]. М.: МГУПС, 2011. 24 с.Tupikov M. M. Peculiarities of straining soil mass and structures during construction of shallow utility tunnels in urban conditions. [Ph.D. thesis in Engineering Science]. Мoscow: MGUPS Publishing House; 2011. 24 p. (In Russ.)Mahdi S., Gastebled O., Khodr S. Back analysis of ground settlements induced by TBM excavation for the north extension of Paris metro, line 12. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 2606–2615. https://doi.org/10.4324/9781003031635-6Mahdi S., Gastebled O., Khodr S. Back analysis of ground settlements induced by TBM excavation for the north extension of Paris metro, line 12. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 2606–2615. https://doi.org/10.4324/9781003031635-6Mahdi S., Gastebled O., Ningre H., Senechal M. Grand Paris Express, Line 15 East – predictive damage analysis combining continuous settlement trough modelling, risk management, automated vulnerability checks and visualization in GIS. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 5855–5864. https://doi.org/10.4324/9781003031871-9Mahdi S., Gastebled O., Ningre H., Senechal M. Grand Paris Express, Line 15 East – predictive damage analysis combining continuous settlement trough modelling, risk management, automated vulnerability checks and visualization in GIS. In: Peila D., Viggiani G., Celestino T. (eds.). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art. London: Taylor & Francis Group; 2019. Pp. 5855–5864. https://doi.org/10.4324/9781003031871-9El Houari N., Allal M. A., Abou Bekr N. Numerical simulation of the mechanical response of the tunnels in the saturated soils by Plaxis. Jordan Journal of Civil Engineering. 2011;5(1):9–31. URL: https://jjce.just.edu.jo/issues/show_paper.php?pid=171El Houari N., Allal M. A., Abou Bekr N. Numerical simulation of the mechanical response of the tunnels in the saturated soils by Plaxis. Jordan Journal of Civil Engineering. 2011;5(1):9–31. URL: https://jjce.just.edu.jo/issues/show_paper.php?pid=171Voznesensky A. S., Kidima-Mbombi L. K. Formation of synthetic structures and textures of rocks when simulating in COMSOL Multiphysics. Mining Science and Technology (Russia). 2021;6(2):65–72. (In Russ.) https://doi.org/10.17073/2500-0632-2021-2-65-72Voznesensky A. S., Kidima-Mbombi L. K. Formation of synthetic structures and textures of rocks when simulating in COMSOL Multiphysics. Mining Science and Technology (Russia). 2021;6(2):65–72. (In Russ.) https://doi.org/10.17073/2500-0632-2021-2-65-72Тер-Мартиросян А. З., Кивлюк В. П., Исаев И. О., Шишкина В. В. Определение фактического коэффициента перебора (участок «Косино» – «Юго-Восточная»). Construction and Geotechnics. 2021;12(2):5–14. https://doi.org/10.15593/2224-9826/2021.2.01Ter-Martirosian A. Z., Kivliuk V. P., Isaev I. O., Shishkina V.V. Determination of the actual excess excavation ratio (section “Kosino” – “Yugo-Vostochnaya”). Construction and Geotechnics. 2021;12(2):5–14. https://doi.org/10.15593/2224-9826/2021.2.01

The authors declare that there are no conflicts of interest present.