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Mechanized tunnels lining prefabricated segments production methods

  • Elaheh Banihashemigargari (Master of Industrial management) ;
  • Amir H. Rezaeifarei (Department of Civil Engineering, Azarbaijan Shahid Madani University)
  • 투고 : 2022.08.28
  • 심사 : 2023.02.11
  • 발행 : 2023.03.10

초록

In tunneling projects, a significant part of the costs is spent on segment production. By more economically producing, the cost of tunnel construction can be greatly reduced, especially in long and large-diameter tunnels. In the present study, the effect of using the Carousel method in the improvement of the production system performance compared to the conventional Static system has been studied. To carry out the research, a quantitative comparison of cost and production time was carried out for two production methods using the available documentation. The opinions of experts have been obtained using questionnaires and qualitative comparison of cost, time and production quality was done by implementation of statistical analysis. The SPSS software and the univariate t-test were used to analyze the questionnaires. According to the results of statistical analysis with SPSS, the use of the Carousel method will reduce production time and costs along with increasing manufacturing quality. According to the documentation analysis, the Carousel method reduces the cost of production by almost 30% and leads to a reduction of the production time to approximately 40% of the Static moulds system. The Carousel method has a higher production rate, efficiency, and better performance. Research into quantifying the benefits of Carousel method in the production system performance is very limited. This comparison is based on real information from the under construction Tabriz Metro project. This article can be very helpful in choosing the best production method.

키워드

참고문헌

  1. CBE Group, Innovative Automated Plants; https://www.cbetunnels.com/en/precast-plants/automated-plants.html.
  2. Ebrahimy, Y., AbouRizk, S.M., Fernando, S. and Mohamed, Y. (2011), "Simulation modeling and sensitivity analysis of a tunneling construction project's supply chain", Eng. Constr. Architect. Management, 18(5), 462-480. https://doi.org/10.1108/09699981011074600
  3. Gruebl, F. (2006), Segmental rings (critical loads and damage prevention), International Symposium on Underground Excavation and Tunneling, Bangkok, Thailand.
  4. Guglielmetti, V., Grasso, P., Mahtab, A. and Xu, S. (2007), Mechanized Tunneling in Urban Areas: Design methodology and construction control, CRC Press, London, UK.
  5. Hamidi, J.K., Shahriar, K., Rezai, B. and Rostami, J. (2010), "Performance prediction of hard rock TBM using rock mass rating (RMR) system", Tunn. Undergr. Sp. Tech., 25(14), 333-345. https://doi.org/10.1016/j.tust.2010.01.008
  6. Hariyanto, A.D., Kwan, H.P. and Cheong, Y.W. (2005), "Quality control in precast production a case study on tunnel segment manufacture", DIMENSI J. Architect. Built Environ., 33(2), 153-164. https://doi.org/10.9744/dimensi.33.2.%25p.
  7. Herrenknecht Formwork Technology GmbH (2015), Sophisticated All-Around Solution: Carousel Segment Production for BOSSLER Tunnel; https://www.herrenknecht-formwork.com.
  8. Hon, K.K.B. (2005), "Performance and evaluation of manufacturing systems", CIRP Annals Manufact. Technol., 54(2), 139-154. https://doi.org/10.1016/S0007-8506(07)60023-7.
  9. Hosseininasab, S.M.E. and Ershadi, M.J. (2015), "Patterns of variation and correlation in quality control characteristics of segment installation: a case study", Int. J. Quality Reliab. Management, 32(3), 236-249. https://doi.org/10.1108/IJQRM-11-2012-0149
  10. Hudson, J.A. and Harrison, J.P. (2000), Engineering Rock Mechanics: An Introduction to the Principles, Elsevier Science, Oxford, UK.
  11. ITA, (2000), "Guidelines for the design of shield tunnel lining", Tunn. Undergr. Sp. Tech., 15(3), 303-331. https://doi.org/10.1016/S0886-7798(00)00058-4.
  12. Jalali, M. and Beik, P. (2018), "Analysis of lining load of mechanized tunnels - a case study of Zayanderood dam to Kashan water conveyance tunnel", Tunn. Undergr. Sp. Eng., 6(2), 19-36.
  13. Katebi, H., Rezaei, A.H., Hajialilue-Bonab, M. and Tarifard, A. (2015), "Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM)", Tunn. Undergr. Sp. Tech., 49(1), 67-78. https://doi.org/10.1016/j.tust.2015.04.004
  14. Rezaei, A.H. and Ehterami, A.A. (2019), "Surface buildings risk classification and evaluation of in-situ piles effect in mitigation the settlements caused by excavation of metro tunnels in urban areas", J. Transport. Infrastruct. Eng., 5(1), 97-119.
  15. Rezaei, A.H., Shirzehhagh, M. and Baghban Golpasand, M.R. (2019), "EPB tunneling in cohesionless soils: A study on Tabriz Metro settlements", Geomech. Eng., 19(2), 153-165. https://doi.org/10.12989/gae.2019.19.2.153.
  16. Riechers, J. (2014), "Customized state-of-the-art segment production", segmental lining conference (CBIP), Delhi, India.
  17. Shayanfar, M.A., Mahyar, P., Jafari, A. and Mohtadinia. M. (2018), "Classification of precast concrete segments damages during production and transportation in mechanized shield tunnels of Iran", Civil Eng. J., 3(6), 412-426. https://doi.org/10.28991/cej-2017-00000101
  18. Tajik, M., Omid Frough, O. and Tavakoli, H.R. (2015), "Quality assessment of segmental lining installation in mechanized excavation case study: Tehran-Karaj water conveyance tunnel (lot II)", Tunn. Undergr. Sp. Eng., 3(1), 37-50.
  19. Tunnel Business Magazine (2014), Innovations in Precast Concrete Segmental Linings: Case Studies from Around the World; https://tunnelingonline.com/innovations-precastconcrete-segmental-linings-case-studies.
  20. TURO (2010), Segment Factory, Tabriz Urban Railway Organization; http://tabrizmetro.ir/?PageID=44
  21. Wang, S., Tang, J., Zou, Y. and Zhou, Q. (2020), "Research on production process optimization of precast concrete component factory based on value stream mapping", Eng. Constr. Architect. Management, 27(4), 850-871. https://doi.org/10.1108/ECAM-10-2018-0455
  22. Wang, T., Abdallah, M., Clevenger, C. and Monghasemi. S. (2021), "Time-cost-quality trade-off analysis for planning construction projects", Eng. Constr. Architect. Management, 28(1), 82-100. https://doi.org/10.1108/ECAM-12-2017-0271
  23. Zhao, C., Alimardani, A., Barciaga, T., Kamper, C. and Mark, P. (2017), "Prediction of tunnel lining forces and deformations using analytical and numerical solutions", Tunn. Undergr. Sp. Tech., 64(1), 164-176.  https://doi.org/10.1016/j.tust.2017.01.015