Browse > Article
http://dx.doi.org/10.12989/sem.2014.52.6.1257

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)
Publication Information
Structural Engineering and Mechanics / v.52, no.6, 2014 , pp. 1257-1271 More about this Journal
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
doubled-lined tunnel; lining; hydraulic deterioration; drain-pipe blocking; numerical analysis;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 Biot, M.A. (1941), "General theory of three dimensional consolidation", J. Appl. Phys, 12, 155-169.   DOI
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.   DOI   ScienceOn
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.   DOI   ScienceOn
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.   DOI   ScienceOn
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 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.   DOI   ScienceOn
11 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.
12 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.
13 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.   DOI   ScienceOn
14 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.
15 Potts, D.M. and Zdravkovic, L. (1999), Finite Element Analysis in Geotechnical Engineering: Theory, Thomas Telford, London, U.K.
16 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.   DOI   ScienceOn
17 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.   DOI   ScienceOn
18 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.   DOI   ScienceOn
19 Shin, J.H. (2008), "Numerical modeling of coupled structural and hydraulic interactions in tunnel linings", Struct. Eng. Mech., 29(1), 1-16.   DOI   ScienceOn
20 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.   DOI   ScienceOn
21 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.   DOI   ScienceOn
22 Vaughan, P.R. (1989), Non-linearity in Seepage Problems :Theory and field observation, De Mello Volume, 501-516, Edgard Blucher Ltd., Sao Paulo, Brazil.