Bизначення співвідношення вертикального і горизонтального пасивних тисків деформованості грунтів при спорудженні ТБМ тунелю

Заголовок (англійською): 
Establishing the correlation of the vertical and horizontal passive failure pressure in front of constructed tbm tunnels face in sand
Автор(и): 
Нгуен Ань Туан
Чан Ван Зунг
Автор(и) (англ): 
Nguyen Anh Tuan
Tran Van Dung
Ключові слова (укр): 
ТБМ тунель, МСЕ, пасивний тиск руйнування, грань тунелю, пісок
Ключові слова (англ): 
TBM tunnel, FEM, passive failure pressure, tunnel face, sand
Анотація (укр): 
Метою статті є дослідження взаємозв'язку факторів, що впливають на тунель та основу, та визначити формули для розрахунку кореляції тиску пасивного руйнування перед торцем тунелю у вертикальному та горизонтальному напрямках за допомогою методу кінцевих елементів (МСЕ).
Анотація (англ): 
The paper aims to investigate the relationship between factors which have the impacts on the tunnel and the ground and establish formulas to calculate the correlation of the passive failure pressure in front of tunnel face in the vertical and horizontal directions by using the Finite Element Method (FEM).
Публікатор: 
Київський національний університет будівництва і архітектури
Назва журналу, номер, рік випуску (укр): 
Опір матеріалів і теорія споруд, 2020, номер 105
Назва журналу, номер, рік випуску (рус): 
Сопротивление материалов и теория сооружений, 2020, номер 105
Назва журналу, номер, рік випуску (англ): 
Strength of Materials and Theory of Structures, 2020, number 105
Мова статті: 
English
Формат документа: 
application/pdf
Документ: 
04-105_viet_num_.pdf
Дата публікації: 
27 November 2020
Номер збірника: 
105
Університет автора: 
Hochiminh City University of Transport, No. 2, Vo Oanh St., Ward 25, Binh Thanh Dist., Hochiminh City, Vietnam
Литература: 
  1. Anagnostou, G., & Kovari, K. (1994), The face stability of slurry-shield-driven tunnels.Tunnelling and Underground Space Technology incorporating Trenchless, 9(2), 165- 174.
  2. Anagnostou, G., & Kovari, K. (1996), Face Stability Conditions with Earth-PressureBalanced Shields. Tunnelling and Underground Space Technology, 11(2), 165-173.
  3. Atkinson, J. H., Brown, E. T. and Potts, D. M. (1975), Collapse of shallow unlined tunnels in dense sand. Tunnels and Tunnelling, Vol. 3, pp. 81-87.
  4. Broms, B. B. and Bennermark, H. (1967), Stability of clay at vertical openings. ASCE Journal of Soil Mechanics and Foundation Engineering Division SM1, Vol. 93, pp. 71-94.
  5. Brinkgreve R. B. J. and Vermeer P. A. (2001), PLAXIS Finite Element Code for Soil and Rock Analyses. A. A. Balkema, Rotterdam.
  6. Chambon, P., Corte, J. F. (1994), Shallow tunnels in cohesionless soil: stability of tunnel face. Journal of Geotechnical Engineering - ASCE, 120(7), pp.1148-1165.
  7. Davis, E. H., Gunn, M. J., Mair, R. J., Seneviratne, H. N. (1980), The stability of shallow tunnels and underground openings in cohesive material. Geotechnique, 30(4), pp. 397- 416.
  8. Dias, D., Janin, J. P., Soubra, A. H., & Kastner, R. (2008), Three-dimensional face stability analysis of circular tunnels by numerical simulations. In Geotechnical Special Publication, (eds), pp. 886-893.
  9. Kanayasu S, Kubota I, Shikibu N (1995), Stability of face during shield tunneling-A survey of Japanese shield tunneling. In: Fujita K, Kusakabe O (eds) Proceedings Underground Construction in Soft Ground. New Delhi, pp 337-343.
  10. Leca, E., & Dormieux, L. (1990), Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Geotechnique, 40(4), 581-606.
  11. Luca Borio (2008), Characterization of soil conditioning for mechanized tunnelling. UNITRACC.
  12. Mair, R. J., Gunn, M. J. and O'Reilly, M. P. (1981), Centrifugal testing of model tunnels in soft clay. Presented at the 10th International Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp. 323-328.
  13. Mollon, G., Dias, D., Soubra, A. H., (2010), Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield. Journal of Geotechnical and GeoEnvironmental Engineering, 136(1), 215-229.
  14. O’Reilly, M. P. and New, B. M. (1982), Settlements above tunnels in the United Kingdom - their magnitude and prediction. Tunnelling '82, Papers Presented at the 3 International Symposium, Institute of Mining and Metallurgy, London, England, pp. 173-181.
  15. 15. O'Reilly, M. and New, B. (1998), Evaluating and predicting ground settlements caused by tunneling in London clay. Proceedings of Tunneling Symposium.
  16. Oblozinsky, P., & Kuwano, J. (2004), Centrifuge experiments on stability of tunnel face. Slovak Journal of Civil Engineering (3), 23-29.
  17. Sagaseta. C. (1987), Analysis of undrained soil deformation due to ground loss. Géotechnique, Vol.37, No.3, pp. 301-320.
  18. Sang-Hwan Kim (1996), Model testing and analysis of interactions between tunnels in clay. DPhil Thesis, Oxford University.
  19. Sang-Hwan Kim (1996), Evaluation of Shield Tunnel Face Stability in Soft Ground. International Symposium on Underground Excavation and Tunnelling, pp 213-220.
  20. Shirlaw, J. N., (1995), Observed and calculated pore pressures and deformation induced by an earth balace shield: Discussion. Canada Geotech, J. 32, pp. 181-189.
  21. Soubra, A. H. (2002), Kinematical approach to the face stability analysis of shallow circular tunnels. Proceedings of the Eight International Symposium on Plasticity, 443-445.
  22. Soubra, A. H., Dias, D., Emeriault, F., & Kastner, R. (2008), Three-dimensional face stability analysis of circular tunnels by a kinematical approach. Geotechnical Special Publication, 894-901.
  23. Talebinejad, A. et al (2011), Numerical and empirical analysis of face pressure effect on surface subsidence at a tunnel excavated by EPB method. First Asian and 9th Iranian Tunnelling Symposium.
  24. Vardoulakis, P., Maria Stavropoulou, George Exadaktylos (2009), Sandbox modeling of the shallow tunnel face collapse. Rivista Italiana Di Geotenica 1/2009, pp. 9-22.
  25. Vermeer, P. A., Nico Ruse and Thomas Marcher (2002), Tunnel Heading Stability in Drained Ground. FELSBAU 20, pp. 8-18.
  26. Verruijt, A. and Booker, J. R. (1996), Surface settlements due to deformation of a tunnel in an elastic half plane. Géotechnique, Vol. 46, No. 4, pp. 753-756.
  27. WONG Kwong Soon (2012), Passive failure and deformation mechanisms due to tunnelling in sand and clay. PhD. Thesis, The Hong Kong University of Science and Technology.
 
References: 
  1. Anagnostou, G., & Kovari, K. (1994), The face stability of slurry-shield-driven tunnels.Tunnelling and Underground Space Technology incorporating Trenchless, 9(2), 165- 174.
  2. Anagnostou, G., & Kovari, K. (1996), Face Stability Conditions with Earth-PressureBalanced Shields. Tunnelling and Underground Space Technology, 11(2), 165-173.
  3. Atkinson, J. H., Brown, E. T. and Potts, D. M. (1975), Collapse of shallow unlined tunnels in dense sand. Tunnels and Tunnelling, Vol. 3, pp. 81-87.
  4. Broms, B. B. and Bennermark, H. (1967), Stability of clay at vertical openings. ASCE Journal of Soil Mechanics and Foundation Engineering Division SM1, Vol. 93, pp. 71-94.
  5. Brinkgreve R. B. J. and Vermeer P. A. (2001), PLAXIS Finite Element Code for Soil and Rock Analyses. A. A. Balkema, Rotterdam.
  6. Chambon, P., Corte, J. F. (1994), Shallow tunnels in cohesionless soil: stability of tunnel face. Journal of Geotechnical Engineering - ASCE, 120(7), pp.1148-1165.
  7. Davis, E. H., Gunn, M. J., Mair, R. J., Seneviratne, H. N. (1980), The stability of shallow tunnels and underground openings in cohesive material. Geotechnique, 30(4), pp. 397- 416.
  8. Dias, D., Janin, J. P., Soubra, A. H., & Kastner, R. (2008), Three-dimensional face stability analysis of circular tunnels by numerical simulations. In Geotechnical Special Publication, (eds), pp. 886-893.
  9. Kanayasu S, Kubota I, Shikibu N (1995), Stability of face during shield tunneling-A survey of Japanese shield tunneling. In: Fujita K, Kusakabe O (eds) Proceedings Underground Construction in Soft Ground. New Delhi, pp 337-343.
  10. Leca, E., & Dormieux, L. (1990), Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Geotechnique, 40(4), 581-606.
  11. Luca Borio (2008), Characterization of soil conditioning for mechanized tunnelling. UNITRACC.
  12. Mair, R. J., Gunn, M. J. and O'Reilly, M. P. (1981), Centrifugal testing of model tunnels in soft clay. Presented at the 10th International Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp. 323-328.
  13. Mollon, G., Dias, D., Soubra, A. H., (2010), Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield. Journal of Geotechnical and GeoEnvironmental Engineering, 136(1), 215-229.
  14. O’Reilly, M. P. and New, B. M. (1982), Settlements above tunnels in the United Kingdom - their magnitude and prediction. Tunnelling '82, Papers Presented at the 3 International Symposium, Institute of Mining and Metallurgy, London, England, pp. 173-181.
  15. 15. O'Reilly, M. and New, B. (1998), Evaluating and predicting ground settlements caused by tunneling in London clay. Proceedings of Tunneling Symposium.
  16. Oblozinsky, P., & Kuwano, J. (2004), Centrifuge experiments on stability of tunnel face. Slovak Journal of Civil Engineering (3), 23-29.
  17. Sagaseta. C. (1987), Analysis of undrained soil deformation due to ground loss. Géotechnique, Vol.37, No.3, pp. 301-320.
  18. Sang-Hwan Kim (1996), Model testing and analysis of interactions between tunnels in clay. DPhil Thesis, Oxford University.
  19. Sang-Hwan Kim (1996), Evaluation of Shield Tunnel Face Stability in Soft Ground. International Symposium on Underground Excavation and Tunnelling, pp 213-220.
  20. Shirlaw, J. N., (1995), Observed and calculated pore pressures and deformation induced by an earth balace shield: Discussion. Canada Geotech, J. 32, pp. 181-189.
  21. Soubra, A. H. (2002), Kinematical approach to the face stability analysis of shallow circular tunnels. Proceedings of the Eight International Symposium on Plasticity, 443-445.
  22. Soubra, A. H., Dias, D., Emeriault, F., & Kastner, R. (2008), Three-dimensional face stability analysis of circular tunnels by a kinematical approach. Geotechnical Special Publication, 894-901.
  23. Talebinejad, A. et al (2011), Numerical and empirical analysis of face pressure effect on surface subsidence at a tunnel excavated by EPB method. First Asian and 9th Iranian Tunnelling Symposium.
  24. Vardoulakis, P., Maria Stavropoulou, George Exadaktylos (2009), Sandbox modeling of the shallow tunnel face collapse. Rivista Italiana Di Geotenica 1/2009, pp. 9-22.
  25. Vermeer, P. A., Nico Ruse and Thomas Marcher (2002), Tunnel Heading Stability in Drained Ground. FELSBAU 20, pp. 8-18.
  26. Verruijt, A. and Booker, J. R. (1996), Surface settlements due to deformation of a tunnel in an elastic half plane. Géotechnique, Vol. 46, No. 4, pp. 753-756.
  27. WONG Kwong Soon (2012), Passive failure and deformation mechanisms due to tunnelling in sand and clay. PhD. Thesis, The Hong Kong University of Science and Technology.