Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Behavior of double lining due to long-term hydraulic deterioration of drainage system

  • Shin, Jong-Ho (Department of Civil Engineering, Konkuk University) ;
  • Lee, In-Keun (Institute of Land and Housing, LH Cooperation) ;
  • Joo, Eun-Jung (Department of Civil Engineering, Konkuk University)
  • Received : 2014.04.03
  • Accepted : 2014.10.29
  • Published : 2014.12.25
⟨ Previous Next ⟩

Abstract

The hydraulic deterioration of the drainage system in tunnel linings is one of the main factors governing long-term lining-ground interactions during the lifetime of tunnels. Thus, in the design procedure of a tunnel below the groundwater table, the possible detrimental effects associated with the hydraulic deterioration should be addressed. Hydraulic deterioration in double-lined tunnels can occur because of reasons such as clogging of the drainage layer and drain-pipe blockings. In this study, the coupled mechanical and hydraulic interactions between linings due to drain-pipe blockings are investigated using the finite-element method. A double-lined structural model incorporating hydraulic behavior is developed to represent the coupled structural and hydraulic behavior between the linings and drainage system. It is found that hydraulic deterioration hinders flow into the tunnel, causing asymmetric development of pore-water pressure and consequent detrimental effects to the secondary lining.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea

References

  1. Biot, M.A. (1941), "General theory of three dimensional consolidation", J. Appl. Phys, 12, 155-169. https://doi.org/10.1063/1.1712886
  2. Booker, J.R. and Small, J.C. (1975), "An investigation of the stability of numerical solutions of Biot's equations of consolidation", Int. J. Solid. Struct., 11, 907-917. https://doi.org/10.1016/0020-7683(75)90013-X
  3. Chabot, J.D.S., Sandrone, F. and Gamisch, T. (2013), "The importance of drainage system in railway tunnels and possibilities to reduce the LCC", Proceedings World Tunnel Congress, WTC 2013, 441-448.
  4. Chu, I.C., Nam, S.H., Baek, S.I., Jung, H.S. and Chun, B.S. (2011), "Bond characteristics of scale according to the drainage pipe's material in tunnel", Korean Geo-Environ. Soc., 12(11), 51-57.
  5. Ferreira, A.A. (1995), Cracks and Repairing of the Carvalho Pinto Road Tunnel (Brazil), Exchange of correspondence with Health and Safety Executive, U.K.
  6. Jung, H.S., Han, Y.S., Chung, S.R., Chun, B.S. and Lee, Y.J. (2013) "Evaluation of advanced drainage treatment for old tunnel drainage system in Korea", Tunn. Underg. Space Tech., 38, 476-486. https://doi.org/10.1016/j.tust.2013.08.004
  7. Joo, E.J. and Shin, J.H. (2014), "Relationship between water pressure and inflow rate in underwater tunnels and buried pipes", Geotechnique, 64(3), 226-231. https://doi.org/10.1680/geot.12.P.185
  8. KICT (Korea Institute of Construction Technology) (2009), "Report on Development of Safety, Maintenance and Disaster Prevention Technology", Internal Report. (in Korean)
  9. KISTEC (Korea Infrastructure Safety & Technology Corporation) (2007), "Safety Evaluation and reinforcement of tunnels under residual pore-water pressure", Internal Report. (in Korean)
  10. Lee, Y.N., Byun, H.K. and Shin, O.J. (1996), "Cracking of subway tunnel concrete lining and its repair", Proc. Conf. on North American Tunnelling'96, 325-329.
  11. Lee, I.M., Park, Y.J. and Reddi, Lakshmi N. (2002), "Particle transport characteristics and filtration of granitic soils from the Korean peninsula", Can. Geotech. J., 39, 472-482. https://doi.org/10.1139/t01-110
  12. Lee, J.H., Chu, I.C., Kim, H.G., Lee, C.K., Chung, K.T. and Chun, B.S. (2012), "Evaluation of technology for preventing drainage pipe blockage in deteriorated tunnel", Proceedings of 2012 International Offshore and Polar Engineering Conference, 606-611.
  13. Murillo, C.A., Shin, J.H., Kim, K.H. and Colmenares, J.E. (2014), "Performance Tests of Geotextile Permeability for Tunnel Drainage System", KSCE J. Civil Eng., 18(3), 827-830. https://doi.org/10.1007/s12205-014-0753-2
  14. Park, S.W. and Cho, J.R. (2012), "Adaptive fluid-structure interaction simulation of large-scale complex liquid containment with two-phase flow", Struct. Eng. Mech., 41(4), 559-573. https://doi.org/10.12989/sem.2012.41.4.559
  15. Potts, D.M. and Zdravkovic, L. (1999), Finite Element Analysis in Geotechnical Engineering: Theory, Thomas Telford, London, U.K.
  16. Reddi, L.N., Ming, X., Hajra, M.G. and Lee, I.M. (2002), "Permeability reduction of soil filters due to physical clogging", J. Geotech. Geoenviron. Eng., ASCE, 126(3), 236-246.
  17. Shariatmadar, H. and Mirhaj, A. (2011), "Dam-reservoir-foundation interaction effects on the modal characteristic of concrete gravity dams", Struct. Eng. Mech., 38(1), 65-79. https://doi.org/10.12989/sem.2011.38.1.065
  18. Shin, J.H., Addenbrooke, T.I. and Potts, D.M. (2002), "A numerical study of the effect of ground water movement on long-term tunnel behaviour", Geotechnique, 52(6), 391-403. https://doi.org/10.1680/geot.2002.52.6.391
  19. Shin, J.H., Potts, D.M. and Zdravkovic, L. (2005), "The effect of pore-water pressure on NATM tunnel linings in decomposed granite soil", Can. Geotech. J., 42, 1585-1599. https://doi.org/10.1139/t05-072
  20. Shin, J.H. (2008), "Numerical modeling of coupled structural and hydraulic interactions in tunnel linings", Struct. Eng. Mech., 29(1), 1-16. https://doi.org/10.12989/sem.2008.29.1.001
  21. Vaughan, P.R. (1989), Non-linearity in Seepage Problems :Theory and field observation, De Mello Volume, 501-516, Edgard Blucher Ltd., Sao Paulo, Brazil.
  22. Yoon, J.U., Han, J.W., Joo, E.J. and Shin, J.H. (2014), "Effects of Tunnel Shapes in Structural and Hydraulic Interaction", KSCE J. Civil Eng., 18(3), 735-741. https://doi.org/10.1007/s12205-014-1325-1

Cited by

  1. Review on the buoyancy effect of the multi purpose double-deck tunnels during operation vol.17, pp.6, 2015, https://doi.org/10.9711/KTAJ.2015.17.6.623
  2. Hydraulic deterioration of geosynthetic filter drainage system in tunnels – its impact on structural performance of tunnel linings vol.23, pp.6, 2016, https://doi.org/10.1680/jgein.16.00010
  3. Investigation and Analysis on Crystallization of Tunnel Drainage Pipes in Chongqing vol.2018, pp.1687-8442, 2018, https://doi.org/10.1155/2018/7042693
  4. Experimental Study on Prevention of Calcium Carbonate Crystallizing in Drainage Pipe of Tunnel Engineering vol.2018, pp.None, 2014, https://doi.org/10.1155/2018/9430517
  5. Damage management and safety evaluation for operating highway tunnels: a case study of Liupanshan tunnel vol.16, pp.11, 2014, https://doi.org/10.1080/15732479.2020.1713165
  6. Steel fiber reinforced concrete: A review of its material properties and usage in tunnel lining vol.34, pp.None, 2014, https://doi.org/10.1016/j.istruc.2021.07.086