Performance of Existing Subway Tunnels Undercrossed by Four Closely Spaced Shield Tunnels
Publication: Journal of Performance of Constructed Facilities
Volume 33, Issue 1
Abstract
With the extending of existing networks of metro systems, existing subway tunnels are more and more commonly undercrossed by new underground tunnels. Excessive deformation and even damage may occur in existing subway tunnels due to the influence of new tunnel construction. This paper studies a case of two existing subway tunnels undercrossed by four closely spaced tunnels in Shenzhen. The displacement of the existing tunnels, the soil pressure, and the bending moment of the new tunnels are monitored. Considering the multiple soil disturbance, a three-dimensional numerical model is established for the analysis of tunnel settlement induced by multiundercrossing. The calculation results match well with the measured tunnel settlement data and the accuracy of proposed numerical approach is verified. Compared with the vertical displacement of the existing tunnels, the horizontal displacement is less affected by new tunnel construction underneath. The vertical displacement profile of the existing tunnels displays V, U, and W shapes, and the position of maximum displacement always shifts toward the new shield tunnel. Affected by the expansion of the disturbed area in the soil, the construction of two or more tunnels close to each other will lead to the increase of the bending moment of the new tunnels themselves.
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Acknowledgments
The authors gratefully acknowledge financial support from the National Basic Research Program of China (973 Program) under Grant No. 2015CB057800 and the National Natural Science Foundation of China under Grant No. 51378054.
References
Attewell, P. B., and J. P. Woodman. 1982. “Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil.” Ground Eng. 15 (8): 13.
Attewell, P. B., J. Yeates, and A. R. Selby. 1986. Soil movements induced by tunnelling and their effects on pipelines and structures. New York: Methuen.
Avramidis, I. E., and K. Morfidis. 2006. “Bending of beams on three-parameter elastic foundation.” Int. J. Solids Struct. 43 (2): 357–375. https://doi.org/10.1016/j.ijsolstr.2005.03.033.
Boone, S. J. 1996. “Ground-movement-related building damage.” J. Geotech. Eng. 122 (11): 886–896. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:11(886).
Burd, H. J., G. T. Houlsby, C. E. Augarde, and G. Liu. 2000. “Modelling tunnelling-induced settlement of masonry buildings.” Proc. Inst. Civ. Eng. Geotech. Eng. 143 (1): 17–29. https://doi.org/10.1680/geng.2000.143.1.17.
Burland, J. B. 1995. “Assessment of risk of damage to buildings due to tunnelling and excavation.” In Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering, 155–162. Rotterdam, Netherlands: A.A. Balkema.
Cooper, M. L., D. N. Chapman, C. D. F. Rogers, and A. H. C. Chan. 2002. “Movements in the Piccadilly Line tunnels due to the Heathrow Express construction.” Géotechnique 52 (4): 243–257. https://doi.org/10.1680/geot.2002.52.4.243.
Desai, C. S., and A. Gens. 2001. “Mechanics of materials and interfaces: The disturbed state concept.” J. Electron. Packag. 123 (4): 406. https://doi.org/10.1115/1.1416148.
Duncan, J. M., and C. Y. Chang. 1970. “Nonlinear analysis of stress and strain in soils.” J. Soil Mech. Found. Div. 96 (5): 1629–1653.
Duncan, J. M., K. S. Wong, and P. Marby. 1978. Stress-strain and bulk modulus parameters for finite element analysis of stresses and movements in soil mass. Berkeley, CA: Univ. of California, Berkeley.
Essa, M. J. K., and C. S. Desai. 2014. “Application of DSC model for offshore pile foundations.” In Proc., 14th Int. Conf. of Int. Association for Computer Methods and Recent Advances in Geomechanics. Abingdon, UK: CRC Press.
Essa, M. J. K., and C. S. Desai. 2017. “Dynamic soil-pile interaction using the DSC constitutive model.” Indian Geotech. J. 47 (2): 137–149. https://doi.org/10.1007/s40098-016-0197-3.
Fang, Q., D. Zhang, Q. Li, L. N. Y. Wong, and Y. Wongb. 2015. “Effects of twin tunnels construction beneath existing shield-driven twin tunnels.” Tunnelling Underground Space Technol. 45: 128–137. https://doi.org/10.1016/j.tust.2014.10.001.
Grant, R. J. 1998. “Movements around a tunnel in two-layer ground.” Ph.D. dissertation, School of Mathematics, Computer Science and Engineering, City Univ.
Jiang, Y., Z. Yang, H. Jiang, and W. Luan. 2009. “Study on reasonable strata improvement scopes for EPB shield driving at its start and arrival.” Tunnel Constr. 29 (3): 263–267.
Jun, Z., and D. Haijiao. 2004. “Shield break-in and break-out techniques in soft soil for shield driven tunnel.” Supplement, Chin. J. Rock Mech. Eng. 23 (S2): 5147–5152.
Klar, A., T. E. B. Vorster, K. Soga, and R. J. Mair. 2005. “Soil-pipe interaction due to tunnelling: Comparison between Winkler and elastic continuum solutions.” Géotechnique 55 (6): 461–466. https://doi.org/10.1680/geot.2005.55.6.461.
Lambrughi, A., L. Medina Rodríguez, and R. Castellanza. 2012. “Development and validation of a 3D numerical model for TBM-EPB mechanised excavations.” Comput. Geotech. 40: 97–113. https://doi.org/10.1016/j.compgeo.2011.10.004.
Li, X. G., and D. J. Yuan. 2012. “Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels.” Tunnelling Underground Space Technol. 28: 18–30. https://doi.org/10.1016/j.tust.2011.08.005.
Liu, C., and Z. Zhang. 2011. “Three dimensional simulation of super-large double-line slurry shield tunneling.” Supplement, Tumu Gongcheng Xuebao China Civ. Eng. J. 44 (S2): 118–122.
Liu, C., Z. Zhang, and R. A. Regueiro. 2014. “Pile and pile group response to tunnelling using a large diameter slurry shield—Case study in Shanghai.” Supplement, Comput. Geotech. 59 (S2): 21–43. https://doi.org/10.1016/j.compgeo.2014.03.006.
Loganathan, N., and H. G. Poulos. 1998. “Analytical prediction for tunneling-induced ground movements in clays.” J. Geotech. Geoenviron. Eng. 124 (9): 846–856. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846).
Mair, R. J. 1978. “Centrifugal modelling of tunnel construction in soft clay.” Ph.D. thesis, Dept. of Engineering, Cambridge Univ.
Migliazza, M., M. Chiorboli, and G. P. Giani. 2009. “Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from the extension of the Milan underground.” Comput. Geotech. 36 (1–2): 113–124. https://doi.org/10.1016/j.compgeo.2008.03.005.
Mroueh, H., and I. Shahrour. 2003. “A full 3-D finite element analysis of tunneling-adjacent structures interaction.” Comput. Geotech. 30 (3): 245–253. https://doi.org/10.1016/S0266-352X(02)00047-2.
Ocak, I. 2014. “A new approach for estimating the transverse surface settlement curve for twin tunnels in shallow and soft soils.” Environ. Earth Sci. 72 (7): 2357–2367. https://doi.org/10.1007/s12665-014-3145-5.
Peck, R. B. 1969. “Deep excavation and tunneling in soft ground.” In Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, 225–290. Mexico City.
Pradhan, S. K., and C. S. Desai. 2006. “DSC model for soil and interface including liquefaction and prediction of centrifuge test.” J. Geotech. Geoenviron. Eng. 132 (2): 214–222. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(214).
Sagaseta, C. 1987. “Analysis of undrained soil deformation due to ground loss.” Géotechnique 37 (3): 301–320. https://doi.org/10.1680/geot.1987.37.3.301.
Schmidt, B. 1969. “Settlements and ground movements associated with tunneling in soils.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign.
Son, M. 2016. “Response analysis of nearby structures to tunneling-induced ground movements in clay soils.” Tunnelling Underground Space Technol. 56: 90–104. https://doi.org/10.1016/j.tust.2016.01.032.
Taylor, R. N. 1984. “Ground movements associated with tunnels and trenches.” Ph.D. thesis, Dept. of Engineering, Univ. of Cambridge.
Valizadeh Kivi, A., M. H. Sadaghiani, and M. M. Ahmadi. 2012. “Numerical modelling of ground settlement control of large span underground metro station in Tehran Metro using Central Beam Column (CBC) structure.” Tunnelling Underground Space Technol. 28: 1–9. https://doi.org/10.1016/j.tust.2011.06.007.
Verruijt, A., and J. R. Booker. 1996. “Surface settlements due to deformation of a tunnel in an elastic half plane.” Géotechnique 46 (4): 753–756. https://doi.org/10.1680/geot.1996.46.4.753.
Vorster, T. E., A. Klar, K. Soga, and R. J. Mair. 2005. “Estimating the effects of tunneling on existing pipelines.” J. Geotech. Geoenviron. Eng. 131 (11): 1399–1410. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1399).
Xiang, Y., and S. Feng. 2013. “Theoretical prediction of the potential plastic zone of shallow tunneling in vicinity of pile foundation in soils.” Tunnelling Underground Space Technol. 38: 115–121. https://doi.org/10.1016/j.tust.2013.05.006.
Xu, R. Q., J. Zhang, J. F. Zhu, and X. C. Wang. 2012. “Modified Duncan-Chang model considering disturbance.” J. Zhejiang Univ. 46 (1): 1–7.
Ye, G. L., T. Hashimoto, S. L. Shen, H. H. Zhu, and T. H. Bai. 2015. “Lessons learnt from unusual ground settlement during Double-O-Tube tunnelling in soft ground.” Tunnelling Underground Space Technol. 49: 79–91. https://doi.org/10.1016/j.tust.2015.04.008.
Zhang, D. L., Q. Fang, Y. J. Hou, P. F. Li, and L. N. Y. Yuen Wong. 2013. “Protection of buildings against damages as a result of adjacent large-span tunneling in shallowly buried soft ground.” J. Geotech. Geoenviron. Eng. 139 (6) 903–913. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000823.
Zhang, D. M., Z. Xiang, and H. Huang. 2014. “Longitudinal deformation of existing tunnel due to underlying shield tunneling.” Rock Soil Mech. 35 (9): 2659–2666. https://doi/org/10.16285/j.rsm.2014.09.026.
Zhang, Q., P. Li, X. Zhang, S. Li, W. Zhang, and Q. Wang. 2015. “Exploration and grouting of large-scale water capsule in the fault fracture zone of Yonglian Tunnel.” Open Civ. Eng. J. 9 (1): 32–43. https://doi.org/10.2174/1874149501509010032.
Zhao, W., C. Chen, S. Li, and Y. Pang. 2015. “Researches on the influence on neighboring buildings by concave and convex location effect of excavations in soft soil area.” J. Intell. Rob. Syst. 79 (3–4): 351–369. https://doi.org/10.1007/s10846-014-0109-7.
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©2018 American Society of Civil Engineers.
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Received: Nov 25, 2017
Accepted: Jun 13, 2018
Published online: Nov 26, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 26, 2019
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