Abstract

The response of existing tunnels to adjacent excavation at an oblique intersection angle is still unclear. This study investigated the deformation of an existing tunnel when new excavation was conducted obliquely, based on a case history from Tianjin, China. In this project, a cutoff wall was installed to protect the tunnel from excessive horizontal movement. Finite element analyses were then performed to investigate the optimization of the cutoff wall design. The monitoring results show that due to the oblique intersection, the tunnel rings near the narrow and wide boundaries of the excavation ultimately exhibited heave and subsidence after excavation. The tunnel also underwent significant torsional deformation and horizontal displacement toward the excavation. The maximum horizontal displacement occurred at the tunnel ring closest to the midpoint of the wide boundary of the excavation. The numerical analyses show that as the intersection angle between the cutoff wall and the excavation increased, the efficiency of the cutoff wall first decreased and then increased. The effectiveness of the cutoff wall parallel to the tunnel was up to 122% greater than that of the wall parallel to the excavation, justifying the installation of cutoff walls parallel to tunnels.

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Acknowledgments

This study was financially supported by the National Key R&D Program of China (Grant No. 2016YFC0802008), the National Natural Science Foundation of China (Grant No. 41630641), and the Natural Science Foundation of Tianjin City (Grant No. 18JCQNJC07900). This support is gratefully acknowledged.

References

Bilotta, E. 2004. “Diaphragm walls to mitigate ground movements induced by tunnelling: experimental and numerical analysis.” Ph.D. thesis, Dept. of Civil, Building and Environmental Engineering, Univ. of Roma La Sapienza and Napoli Federico II.
Bilotta, E. 2008. “Use of diaphragm walls to mitigate ground movements induced by tunnelling.” Géotechnique 58 (2): 143–155. https://doi.org/10.1680/geot.2008.58.2.143.
Bilotta, E., and G. Russo. 2011. “Use of a line of piles to prevent damages induced by tunnel excavation.” J. Geotech. Geoenviron. Eng. 137 (3): 254–262. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000426.
Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs. 2018. Plaixs 3D manual. Delft, Netherlands: Plaxis bv.
Burford, D. 1988. “Heave of tunnels beneath the Shell Centre, London, 1959–1986.” Géotechnique 38 (1): 135–137. https://doi.org/10.1680/geot.1988.38.1.135.
Caspe, M. S. 1966. “Surface settlement adjacent to braced open cuts.” J. Soil Mech. Found. Div. 92 (4): 51–59.
Chang, C. T., C. W. Sun, S. W. Duann, and R. N. Hwang. 2001. “Response of a Taipei rapid transit system (TRTS) tunnel to adjacent excavation.” Tunnelling Underground Space Technol. 16 (3): 151–158. https://doi.org/10.1016/S0886-7798(01)00049-9.
Chen, H. H., J. P. Li, and L. Li. 2018a. “Performance of a zoned excavation by bottom-up technique in Shanghai soft soils.” J. Geotech. Geoenviron. Eng. 144 (11): 05018003. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001964.
Chen, J. J., Y. F. Zhu, M. G. Li, and S. L. Wen. 2015. “Novel excavation and construction method of an underground highway tunnel above operating metro tunnels.” J. Aerosp. Eng. 28 (6): A4014003. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000437.
Chen, R. P., X. T. Lin, X. Kang, Z. Q. Zhong, Y. Liu, P. Zhang, and H. N. Wu. 2018b. “Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing.” Tunnelling Underground Space Technol. 82: 468–481. https://doi.org/10.1016/j.tust.2018.08.059.
Chen, R. P., F. Y. Meng, Z. C. Li, Y. H. Ye, and J. N. Ye. 2016. “Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils.” Tunnelling Underground Space Technol. 58: 224–235. https://doi.org/10.1016/j.tust.2016.06.002.
Cheng, W. C., Z. P. Song, W. Tian, and Z. F. Wang. 2018. “Shield tunnel uplift and deformation characterisation: A case study from zhengzhou metro.” Tunnelling Underground Space Technol. 79: 83–95. https://doi.org/10.1016/j.tust.2018.05.002.
Chowdhury, S. S., K. Deb, and A. Sengupta. 2013. “Estimation of design parameters for braced excavation: Numerical study.” Int. J. Geomech. 13 (3): 234–247. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000207.
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.
Demeijer, O., J. J. Chen, M. G. Li, J. H. Wang, and C. J. Xu. 2018. “Influence of passively loaded piles on excavation-induced diaphragm wall displacements and ground settlements.” Int. J. Geomech. 18 (6): 04018052. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001126.
Doležalová, M. 2001. “Tunnel complex unloaded by a deep excavation.” Comput. Geotech. 28 (6–7): 469–493. https://doi.org/10.1016/S0266-352X(01)00005-2.
Hsieh, P. G., and C. Y. Ou. 2018. “Mechanism of buttress walls in restraining the wall deflection caused by deep excavation.” Tunnelling Underground Space Technol. 82: 542–553. https://doi.org/10.1016/j.tust.2018.09.004.
Hsieh, Y. M., P. H. Dang, and H. D. Lin. 2017. “How small strain stiffness and yield surface affect undrained excavation predictions.” Int. J. Geomech. 17 (3): 04016071. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000753.
Hu, Z. F., Z. Q. Yue, J. Zhou, and L. G. Tham. 2003. “Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels.” Can. Geotech. J. 40 (5): 933–948. https://doi.org/10.1139/t03-041.
Huang, X., H. F. Schweiger, and H. Huang. 2013. “Influence of deep excavations on nearby existing tunnels.” Int. J. Geomech. 13 (2): 170–180. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000188.
Kung, G. T. C., C. Y. Ou, and C. H. Juang. 2009. “Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations.” Comput. Geotech. 36 (1–2): 304–319. https://doi.org/10.1016/j.compgeo.2008.01.007.
Li, M. G., J. J. Chen, J. H. Wang, and Y. F. Zhu. 2018. “Comparative study of construction methods for deep excavations above shield tunnels.” Tunnelling Underground Space Technol. 71: 329–339. https://doi.org/10.1016/j.tust.2017.09.014.
Li, M. G., Z. J. Zhang, J. J. Chen, J. H. Wang, and A. J. Xu. 2017. “Zoned and staged construction of an underground complex in Shanghai soft clay.” Tunnelling Underground Space Technol. 67: 187–200. https://doi.org/10.1016/j.tust.2017.04.016.
Li, X. J., X. Z. Zhou, B. C. Hong, and H. H. Zhu. 2019. “Experimental and analytical study on longitudinal bending behavior of shield tunnel subjected to longitudinal axial forces.” Tunnelling Underground Space Technol. 86: 128–137. https://doi.org/10.1016/j.tust.2019.01.011.
Liang, R. Z., W. B. Wu, F. Yu, G. S. Jiang, and J. W. Liu. 2018. “Simplified method for evaluating shield tunnel deformation due to adjacent excavation.” Tunnelling Underground Space Technol. 71: 94–105. https://doi.org/10.1016/j.tust.2017.08.010.
Liang, R. Z., T. D. Xia, M. S. Huang, and C. G. Lin. 2017. “Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect.” Comput. Geotech. 81: 167–187. https://doi.org/10.1016/j.compgeo.2016.08.017.
Liao, S. M., F. L. Peng, and S. L. Shen. 2008. “Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction.” Tunnelling Underground Space Technol. 23 (4): 421–430. https://doi.org/10.1016/j.tust.2007.07.001.
Lim, A., P. G. Hsieh, and C. Y. Ou. 2016. “Evaluation of buttress wall shapes to limit movements induced by deep excavation.” Comput. Geotech. 78: 155–170. https://doi.org/10.1016/j.compgeo.2016.05.012.
Lim, A., and C. Y. Ou. 2018. “Performance and three-dimensional analyses of a wide excavation in soft soil with strut-free retaining system.” Int. J. Geomech. 18 (9): 05018007. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001165.
Lim, A., C. Y. Ou, and P. G. Hsieh. 2010. “Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions.” J. Geoeng. 5 (1): 9–20.
Lim, A., C. Y. Ou, and P. G. Hsieh. 2018. “Investigation of the integrated retaining system to limit deformations induced by deep excavation.” Acta Geotech. 13 (4): 973–995. https://doi.org/10.1007/s11440-017-0613-6.
Lin, X. T., R. P. Chen, H. N. Wu, and H. Z. Cheng. 2019. “Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle.” Tunnelling Underground Space Technol. 89: 78–90. https://doi.org/10.1016/j.tust.2019.03.021.
Liu, H. L., P. Li, and J. Y. Liu. 2011. “Numerical investigation of underlying tunnel heave during a new tunnel construction.” Tunnelling Underground Space Technol. 26 (2): 276–283. https://doi.org/10.1016/j.tust.2010.10.002.
Lu, K. K., J. H. Yin, and S. C. Lo. 2018. “Modeling small-strain behavior of Hong Kong CDG and its application to finite-element study of basement-raft footing.” Int. J. Geomech. 18 (9): 04018104. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001250.
Ng, C. W. W., J. Shi, and Y. Hong. 2013. “Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand.” Can. Geotech. J. 50 (8): 874–888. https://doi.org/10.1139/cgj-2012-0423.
Ng, C. W. W., J. Shi, D. Mašín, H. Sun, and G. H. Lei. 2015. “Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation.” Can. Geotech. J. 52 (11): 1811–1829. https://doi.org/10.1139/cgj-2014-0150.
Ou, C. Y. 2006. Deep excavation: Theory and practice. London: Taylor & Francis Group.
Ou, C. Y. 2016. “Finite element analysis of deep excavation problems.” Geomech. Geoeng. 11 (1): 1–12. https://doi.org/10.1080/17486025.2015.1006263.
Plaxis bv. 2018. Plaxis 3D, Version 2018. Delft, Netherlands: Plaxis bv.
Rampello, S., L. Fantera, and L. Masini. 2019. “Efficiency of embedded barriers to mitigate tunnelling effects.” Tunnelling Underground Space Technol. 89: 109–124. https://doi.org/10.1016/j.tust.2019.03.027.
Schanz, T., P. A. Vermeer, and P. G. Bonnier. 1999. “The hardening soil model: Formulation and verification.” In Proc., Int. Symp. Beyond 2000 in Computational Geotechnics, edited by R. B. J. Brinkgreve, 281–296. Rotterdam, Netherlands: Balkema.
Sharma, J. S., A. M. Hefny, J. Zhao, and C. W. Chan. 2001. “Effect of large excavation on deformation of adjacent MRT tunnels.” Tunnelling Underground Space Technol. 16 (2): 93–98. https://doi.org/10.1016/S0886-7798(01)00033-5.
Shi, J. W., C. W. W. Ng, and Y. H. Chen. 2015. “Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel.” Comput. Geotech. 63: 146–158. https://doi.org/10.1016/j.compgeo.2014.09.002.
Shi, J. W., C. W. W. Ng, and Y. H. Chen. 2017. “A simplified method to estimate three-dimensional tunnel responses to basement excavation.” Tunnelling Underground Space Technol. 62: 53–63. https://doi.org/10.1016/j.tust.2016.11.007.
Shi, J. W., Y. Wang, and C. W. W. Ng. 2016. “Three-dimensional centrifuge modeling of ground and pipeline response to tunnel excavation.” J. Geotech. Geoenviron. Eng. 142 (11): 04016054. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001529.
Shi, J. W., X. Zhang, Y. H. Chen, and L. Chen. 2018. “Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel.” Tunnelling Underground Space Technol. 72: 145–153. https://doi.org/10.1016/j.tust.2017.11.030.
Tan, Y., X. Li, Z. J. Kang, J. X. Liu, and Y. B. Zhu. 2015. “Zoned excavation of an oversized pit close to an existing metro line in stiff clay: Case study.” J. Perform. Constr. Facil 29 (6): 04014158. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000652.
Ye, F., C. F. Gou, H. D. Sun, Y. P. Liu, Y. X. Xia, and Z. Zhou. 2014. “Model test study on effective ratio of segment transverse bending rigidity of shield tunnel.” Tunnelling Underground Space Technol. 41: 193–205. https://doi.org/10.1016/j.tust.2013.12.011.
Zhang, J. F., J. J. Chen, J. H. Wang, and Y. F. Zhu. 2013a. “Prediction of tunnel displacement induced by adjacent excavation in soft soil.” Tunnelling Underground Space Technol. 36: 24–33. https://doi.org/10.1016/j.tust.2013.01.011.
Zhang, W. G., A. T. C. Goh, and F. Xuan. 2015. “A simple prediction model for wall deflection caused by braced excavation in clays.” Comput. Geotech. 63: 67–72. https://doi.org/10.1016/j.compgeo.2014.09.001.
Zhang, X. M., X. F. Ou, J. S. Yang, and J. Y. Fu. 2017a. “Deformation response of an existing tunnel to upper excavation of foundation pit and associated dewatering.” Int. J. Geomech. 17 (4): 04016112. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000814.
Zhang, Z. G., M. S. Huang, and W. D. Wang. 2013b. “Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering.” Tunnelling Underground Space Technol. 38: 244–253. https://doi.org/10.1016/j.tust.2013.07.002.
Zhang, Z. J., M. G. Li, J. J. Chen, J. H. Wang, and F. Y. Zeng. 2017b. “Innovative construction method for oversized excavations with bipartition walls.” J. Constr. Eng. Manage. 143 (8): 04017056. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001357.
Zheng, G., F. J. Wang, Y. M. Du, Y. Diao, Y. W. Lei, and X. S. Cheng. 2018a. “The efficiency of the ability of isolation piles to control the deformation of tunnels adjacent to excavations.” Int. J. Civ. Eng. 16 (10): 1475–1490. https://doi.org/10.1007/s40999-018-0335-7.
Zheng, G., and S. W. Wei. 2008. “Numerical analyses of influence of overlying pit excavation on existing tunnels.” J. Central South Univ. Technol. 15 (2): 69–75. https://doi.org/10.1007/s11771-008-0438-4.
Zheng, G., X. Y. Yang, H. Z. Zhou, Y. M. Du, J. Y. Sun, and X. X. Yu. 2018b. “A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations.” Comput. Geotech. 95: 119–128. https://doi.org/10.1016/j.compgeo.2017.10.006.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 8August 2020

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Received: Oct 12, 2019
Accepted: Mar 24, 2020
Published online: Jun 10, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 10, 2020

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Professor, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. Email: [email protected]
Ph.D. Student, Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. ORCID: https://orcid.org/0000-0003-0164-8450. Email: [email protected]
Yaoliang Li [email protected]
Senior Engineer, Dept. of Tianjin Branch Engineering, Shanghai Foundation Engineering Co., 406 Jiangxi Rd., Shanghai 200002, China. Email: [email protected]
Associate Professor, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China (corresponding author). ORCID: https://orcid.org/0000-0002-2331-5502. Email: [email protected]
Engineer, Special Foundation Engineering Design and Research Institute, Shanghai Foundation Engineering Co., 406 Jiangxi Rd., Shanghai 200002, China. Email: [email protected]
Assistant Researcher, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. Email: [email protected]
Research Student, Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. Email: [email protected]

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