Abstract
New tunnel underpassing the existing tunnel construction forms a complex stress-coupling zone above it, causing uneven settlement. In order to ensure the safety of existing tunnels, it is necessary to determine the minimum safe construction distance for tunnels that pass through existing tunnels. Based on this, the FLAC3D finite difference method is used to construct a three-dimensional numerical model of the new tunnel that is orthogonal to the existing tunnel. The effect of different surrounding rock conditions on the settlement of the existing tunnel structure is discussed. Effect of different surrounding rock conditions on the settlement of the existing tunnel structure is discussed. It is determined that the new tunnel underpass different surrounding rock conditions. There is a minimum safe construction distance for the tunnel. On this basis, the effect of grouting reinforcement on the settlement of existing tunnels under the soft and broken surrounding rock is given. The results of the study can be used to determine the safety distance for the construction of a similarly built tunnel that is orthogonal to the existing tunnel.
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References
Ren Q, Yang C, Xu W (2013) The peck formula and numerical analysis of surface subsidence caused by tunnel excavation. J Anhui Univ Sci Technol Nat Sci 33(04):78–82
Zhang H, He P, Qin D, Lu L (2013) The influence of new shield tunneling on the existing tunnel. China Railw Sci 34(02):66–70
Wang J, Liu Y, Zhang DL, Bai H, Du N (2016) The displacement solution of existing tunnel and ground by traversing construction. Undergr Space Eng J 12(S2):678–683
Wei G, Lin X, Jin R, Ding Z (2018) Security discrimination of adjacent underground pipelines during the construction of twin shield tunnels. Rock Soil Mech 39(01):181–190
Lai H, Zhao X, Kang Z et al (2017) A new method for predicting ground settlement caused by twin-tunneling under-crossing an existing tunnel. Environ Earth Sci 76(21):726
Hu Z, Shao X, Yao H et al (2016) Mechanics analysis of shield construction traversing adjacently under existing urban tunnel. J Sichuan Univ
Wang J, Zhang D, Zhang C, Fang Q, Su J, Du N (2014) Deformation characteristics of existing tunnels induced by excavation of new shallow tunnel in Beijing. Chin J Rock Mech Eng 33(05):947–956
Chongqing Transportation Research and Design Institute (2004) Industry standards of the People’s Republic of China JTG D70–2004: specification for highway tunnel design. China Communications Press
Zhang J, Jiang H, Cheng JG, Zhou LG, Qu XT, Jiao XF (2017) Variation law of volume loss rate induced by shield tunnelling. Urban Rapid Rail Transit 30(06):56–61
Bo L, Peige H, Siran Z et al (2014) Disturbing effect of shield tunnel down-traversing nearby existing metro tunnel. In: 7th international conference on intelligent computation technology and automation (ICICTA 2014), 25–26 Oct 2014
Chen J (2009) Study on the safety distance of shield tunnels passing through existing subway tunnels. Railw Stand Des 10:45–48
Wan L, Song Z, Qu J, Song Y (2015) Construction technology analysis of the new subway tunnel “zero distance” crossing the existing station. Mod Tunnel Technol 52(01):168–176+183
Ling T, Zhang S, Li S, Deng J (2014) Controlling of existing bridge piles deformation induced by adjacent tunneling and scheme of optimizing grouting reinforcement. J Cent South Univ (Nat Sci) 45(07):2394–2400
Li J (2012) Study on the influence of undercrossed subway shield tunnel on the existing tunnel. Xi’an University of Science and Technology
Gang S (2016) Study on the mutual influence mechanism of shield tunneling under existing subway tunnels. Shenzhen University (2016)
Huang H (2013) Settlement prediction and reinforcement measures for a metro tunnel passing under an existing metro station. Mod Tunnel Technol 50(2):114–118
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Fu, H., An, P., Huang, Z., Zhang, J., Shi, Y., Yao, G. (2020). Determination of Safety Distance of Twin Tunnel Underpassing Existing Tunnels. In: Tutumluer, E., Chen, X., Xiao, Y. (eds) Advances in Environmental Vibration and Transportation Geodynamics. Lecture Notes in Civil Engineering, vol 66. Springer, Singapore. https://doi.org/10.1007/978-981-15-2349-6_55
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DOI: https://doi.org/10.1007/978-981-15-2349-6_55
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