DOI: https://doi.org/10.32515/2664-262X.2020.3(34).194-200

Surface subsidence ground during tunnel construction

Іryna Karpiuk, Vasyl Karpiuk

About the Authors

Іryna Karpiuk,Associate Professor, PhD in Technics (Candidate of Technics Sciences), Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine

Vasyl Karpiuk, Professor, Doctor in Technics (Doctor of Technics Sciences), Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine

Abstract

The cross-sectional area of the tunnel, fortified with a rim, is always smaller than the excavation area in the ground. Exact methods are still very arbitrary and need to be improved. The article presents the results of calculating the internal force factors of a monolithic reinforced concrete frame of a vaulted tunnel. The data obtained in the calculation of the PC "PLAXIS-8".

Keywords

vaulted tunnel, frame, general and additional precipitation of the earth's surface, mathematical models

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References

1. Gheorghe, M., Armas, I., Dumitru, P., Calin A., Badescu, O. & Necsoiu, M. (2020). Monitoring subway construction using Sentinel-1 data: a case study in Bucharest, Romania. International Journal of Remote Sensing, Vol. 41, 7, 2644-2663 [in English].

2. PLAXIS is a geotechnical engineering tool. Examples of calculations. CADmaster. (2002), 3, 62-65 [in Russian].

3. Schekudov, E.V. (2011). Realizacija sovremennyh raschetnyh metodov pri sovershenstvovanii konstruktivno-tehnologicheskih reshenij podzemnyh sooruzhenij transportnogo naznachenija [The implementation of modern calculation methods for the improvement of structural and technological solutions of underground transport facilities]. Tehnologii mira [in Russian].

4. Golubev, A.I. & Seletsky, A.V. (2011). Programmnyj kompleks PLAXIS – jeffektivnyj instrument dlja geotehnicheskih raschetov transportnyh sooruzhenij [The software complex PLAXIS - an effective tool for geotechnical calculations of transport structures]. Dorogi. Innovacii v stroitel'stve Roads – Innovations in construction, 9, 58-60 [in Russian].

5. Voznesensky, V.A. (1981). Statistical methods of designing an experiment in technical and economic research. (2nd ed.) . Moskow: Finance and Statistics [in Russian].

6. Karpyuk, I.A. & Karpiuk, V.M. (2016). Nerivnomirni osidannia poverkhni zemli v protsesi ulashtuvannia sklepinchastykh tuneliv z urakhuvanniam nasharuvan' gruntiv pivdennoho rehionu Ukrainy [Nonuniform settlements of the earth's surface in the process of arrangement of vaulted tunnels taking into account the soil layers of the southern region of Ukraine]. Budivel'ni konstruktsii – Building structures, Vol. 83 (1), 381-389 [in Ukrainian].

7. Karpiuk V.М., Karpyuk I.A. (2014). Moving the earth’s surface the formation of underground excavation in the bases loaded. Proceedings of the International Academic Congress “Fundamental and Applied Studies in the Pacific and Atlantic Oceans Countries”. (Japan, Tokyo, 25 October 2014), Vol. II, “Tokyo University Press” [in English].

GOST Style Citations

  1. Gheorghe M., Armas I., Dumitru P., Calin A., Badescu O., Necsoiu M. Monitoring subway construction using Sentinel-1 data: a case study in Bucharest, Romania. International Journal of Remote Sensing. 2020. T. 41, № 7. C. 2644-2663.
  2. PLAXIS – инструмент инженера-геотехника. Примеры расчетов. CADmaster. 2002. № 3. С. 62-65.
  3. Щекудов Е.В. Реализация современных расчетных методов при совершенствовании конструктивно-технологических решений подземных сооружений транспортного назначения. Технологии мира, 2011. 10 с.
  4. Голубев А.И., Селецкий А.В. Программный комплекс PLAXIS – эффективный инструмент для геотехнических расчетов транспортных сооружений. Дороги. Инновации в строительстве. 2011. № 9. С. 58- 60.
  5. Вознесенский В.А. Статистические методы планирования эксперимента в технико-экономических исследованиях [2-е изд. испр. и доп.] . Москва: Финансы и статистика, 1981. 215 с.
  6. Карпюк І. А., Карпюк В. М. Нерівномірні осідання поверхні землі в процесі улаштування склепінчастих тунелів з урахуванням нашарувань ґрунтів південного регіону України. Будівельні конструкції. 2016. Вип. 83(1). С. 381-389.
  7. Karpiuk V.М., Karpyuk I.A. Moving the earth’s surface the formation of underground excavation in the bases loaded. Proceedings of the International Academic Congress “Fundamental and Applied Studies in the Pacific and Atlantic Oceans Countries”. (Japan, Tokyo, 25 October 2014). Vol. II. “Tokyo University Press”, 2014. P. 403-413.
Copyright (c) 2020 Іryna Karpiuk, Vasyl Karpiuk