Investigation of Tunnel-Soil-Pile Interaction in Cohesive Soils
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 7
Abstract
Underground tunnels are considered to be a vital infrastructure component in most cities around the world. Careful planning is always necessary to ensure minimum impact on nearby surface and subsurface structures. This study describes the experimental investigation carried out to examine the effect of existing piles installed in cohesive soil and extended to bedrock on the circumferential stresses developing in a newly constructed tunnel supported by a flexible lining system. A small scale testing facility was designed and built to simulate the process of tunnel excavation and lining installation in the close vicinity of preinstalled model piles. Lining stresses were measured for different separation distances between the lining and the existing piles Consistent decrease in the lining load was observed when the piles are located within a distance of one tunnel diameter from the tunnel. The results presented in this study indicated that measuring the lining response near existing pile foundations may be used to evaluate the extent of the interaction between the lining and the surrounding piles.
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Acknowledgments
This research is supported by the Fonds Québécois de la Recherche sur la Nature et les Technologies (FQRNT) and the Natural Sciences and Engineering Research Council of CanadaNRC (NSERC). The efforts and dedicated work of Charlotte Chow and Miguel Nunes were much appreciated in contributing to this work.
References
Attewell, P. B., Yeates, J., and Selby, A. R. (1986). Soil movements induced by tunnelling and their effects on pipelines and structures, Blackie and Son, London.
Breth, H., and Chambosse, G. (1974). “Settlement behaviour of buildings above subway tunnels in Frankfurt clay.” Settlement of Structures, Proc., BGS Conf., Cambridge, U.K., Pentech Press Ltd., London, 329–336.
Burland, J. B. (1995). “Assessment of risk of damage to buildings due to tunnelling and excavation.” Proc., 1st Int. Conf. Earthquake Geotechnical Engineering IS-Tokyo ’95, K. Ishihara, ed., Balkema, Tokyo, 1189–1201.
Chambon, P., Corte, J. F., and Garnier, J. (1991). “Face stability of shallow tunnels in granular soils.” Proc., Int. Conf. on Centrifuge, Balkema, Rotterdam, The Netherlands, 99–105.
Chapman, D. N., Ahn, S. K., Hunt, D. V. L., and Chan, H. C. (2006). “The use of model tests to investigate the ground displacement associated with multiple tunnel construction in soil.” Safety in the Underground Space—Proc., ITA-AITES 2006 World Tunnel Congress and 32nd ITA General Assembly 2006 (CD-ROM), Seoul, South Korea
Chapman, D. N., Ahn, S. K., Hunt, D. V. L., and Chan, H. C. (2006). “The use of model tests to investigate the ground displacement associated with multiple tunnel construction in soil.” [Abstract available in Tunn. Undergr. Space Technol., 21(3), 413–413].
Chen, L. T., Poulos, H. G., and Loganathan, N. (1999). “Pile response caused by tunnelling.” J. Geotech. Geoenviron. Eng., 125(3), 207–215.
Cheng, C. Y., Dasari, G. R., Chow, Y. K., and Leung, C. F. (2006). “Finite element analysis of tunnel-soil-pile interaction using displacement controlled model.” Tunn. Undergr. Space Technol., 22(4), 450–466.
Chou, W. I., and Bobet, A. (2002). “Predictions of ground deformations in shallow tunnels in clay.” Tunn. Undergr. Space Technol., 17, 3–19.
Coutts, D. R., and Wang, J. (2000). “Monitoring of reinforced concrete piles under horizontal and vertical loads due to tunnelling.” Proc., Int. Conf. on Tunnels and Underground Structures, Singapore, Zhao, Shirlaw & Krishnan, eds., Balkema, Rotterdam, 514–546.
Dunham, L., Valsangkar, A. J., and Schriver, A. B. (2005). “Centrifuge modeling of rigid square footings on weak jointed rock.” Geotech. Test. J., 28(2), 133–143.
Dykeman, P., and Valsangkar, A. J. (1996). “Model studies of socketed caissons in soft rock.” Can. Geotech. J., 33, 747–759.
Guo, W. D. (2000). “Visco-elastic consolidation subsequent to pile installation.” Comput. Geotech., 26(2), 113–144.
Kamata, H., and Masimo, H. (2003). “Centrifuge model test of tunnel face reinforcement by bolting.” Tunn. Undergr. Space Technol., 18(2), 205–212.
Kitiyodom, P., Matsumoto, T., and Kawaguchi, K. (2005). “A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling.” Int. J. Numer. Analyt. Meth. Geomech., 29, 1485–1507.
Lee, G. T. K., and Ng, C. W. W. (2005). “Effects of advancing open face tunnelling on an existing loaded pile.” J. Geotech. Geoenviron. Eng., 131(2), 193–201.
Lee, Y., and Yoo, C. (2006). “Behavior of a bored tunnel adjacent to a line of load piles.” Safety in the Underground Space—Proc., ITA-AITES 2006 World Tunnel Congress and 32nd ITA General Assembly 2006 (CD-ROM), Seoul, South Korea
Lee, Y., and Yoo, C. (2006). “Behavior of a bored tunnel adjacent to a line of load piles.” [Abstract available in Tunn. Undergr. Space Technol., 21(3), 370–370].
Loganathan, N., and Poulos, H. G. (1998). “Analytical prediction for tunnelling-induced ground movements in clays.” J. Geotech. Geoenviron. Eng., 124(9), 846–856.
Meguid, M. A., Saada, O., Nunes, M. A., and Mattar, J. (2008). “Physical modelling of tunnels in soft ground: A review.” Tunn. Undergr. Space Technol., 23, 185–198.
Morton, J. D., and King, K. H. (1979). “Effects of tunnelling on the bearing capacity of and settlement of piled foundations.” Tunnelling ’79, M. J. Jones, ed., IMM, London, 57–68.
Mroueh, H., and Shahrour, I. (1999). “Three-dimensional analysis of the interaction between tunnelling and pile foundations.” Proc., 7th Int. Symp. on Numerical Models in Geomechanics, Pande, Pietruszczak and Schweiger, eds., Graz, Austria, Balkema, 397–402.
Muir Wood, A. M. (1975). “The circular tunnel in elastic ground.” Geotechnique, 25(1), 115–127.
Nomoto, T., Imamura, S., Hagiwara, T., Kusakabe, O., and Fujii, N. (1999). “Shield tunnel construction in centrifuge.” J. Geotech. Geoenviron. Eng., 125(4), 289–300.
Park, S. H., Adachi, T., Kimura, M., and Kishida, K. (1999). “Trap door test using aluminum blocks.” Proc., 29th Symp. of Rock Mechanics, JSCE, Tokyo, 106–111.
Peck, R. B. (1969). “Deep excavations and tunneling in soft ground.” Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico City, Mexico, Sociedad Mexicana de Mecánica de Suelos, 225–290.
Poulos, H. G., and Davis, E. H. (1974). Elastic solutions for soil and rock mechanics, Wiley, New York.
Rankin, W. J. (1988). “Ground movements resulting from urban tunnelling.” Engineering geology of underground movements, Special Publication No. 5, Bell, Culshaw, Cripps, and Lovell, eds., Geological Society of London, 79–92.
Sharma, J. S., Bolton, M. D., and Boyle, R. E. (2001). “A new technique for simulation of tunnel excavation in a centrifuge.” Geotech. Test. J., 24(4), 343–349.
Sterpi, D., Cividini, A., Sakurai, S., and Nishitake, S. (1996). “Laboratory model tests and numerical analysis of shallow tunnels.” Proc., Int. Symp. Eurock ’96—ISRM, Torino, G. Barla ed., Vol. 1, Balkema, Rotterdam, The Netherlands, 689–696.
Stimpson, B. (1970). “Modeling materials for engineering rock mechanics.” Int. J. Rock Mech. Min. Sci., 7, 77–121.
Tanaka, T., and Sakai, T. (1993). “Progressive failure and scale effect of trap-door problem with granular materials.” Soils Found., 33(1), 11–22.
Taylor, R. N. (1995). Geotechnical centrifuge technology, Blackie Academic & Professional, Chapman & Hall, London.
Terzaghi, K. (1936). “Stress distribution in dry and in saturated sand above a yielding trap-door.” Proc. Int. Conf. Soil Mechanics, Vol. 1, Harvard University Press, Cambridge, Mass., 307–311.
Vardoulakis, I., Graf, B. and Gudehus, G. (1981). “Trap-door problem with dry sand: A statical approach based upon model test kinematics.” Int. J. Numer. Analyt. Meth. Geomech., 5, 57–78.
Vermeer, P. A., and Bonnier, P. G. (1991). “Pile settlements due to tunnelling.” Proc., 10th European Conf. on Soil Mechanics and Foundation Engineering, Florence, Vol. 2, Balkema, 869–872.
Zurabov, G. T., and Bugaeva, O. E. (1962). Water tunnels in hydroelectric stations, Gosenérgoizdat, Moscow.
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© 2009 ASCE.
History
Received: Jan 22, 2008
Accepted: Oct 20, 2008
Published online: Feb 20, 2009
Published in print: Jul 2009
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