Abstract
In the case of sudden surcharge loading, shallow shield tunnels in areas with soft soil experience substantial deformation responses. It is very important to understand the different loading modes and control measures above the shallow shield tunnels in soft soil for improving the safety of tunnel structure and reducing the influence of deformation. In this study, a three-dimensional numerical model of shallow shield tunnels in soft soil is established with FLAC. Ground and tunnel deformations are analyzed under different loading modes, and the effects of different deformation control measures are also studied. The numerical simulations in this paper show that the surface and tunnel deformation responses vary when induced by different loading modes above shallow shield tunnels in soft soil. After surface hardening with a 20-cm-thick layer of C20 concrete, the surface settlement is effectively controlled, and the uneven longitudinal settlement of the tunnel vault is improved. However, controlling the height of the surcharge is the most direct deformation control method. When the height of the surcharge is reduced from 6 m to 4 m and 2 m, the maximum ground settlement is reduced by 37.8% and 69.4%, respectively, and the maximum longitudinal settlement of the tunnel vault is reduced by 35.3% and 65.2%, respectively. During the operation of shallow shield tunnel in soft soil area, sudden surcharge loading should not be allowed. In the inevitable case, the surcharge loading on one side of the tunnel should be prevented and the surcharge loading height should be strictly limited.
Similar content being viewed by others
References
Ali A, Lyamin AV, Huang J, Sloan SW, Cassidy MJ (2017) Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. Computers and Geotechnics 84:16–27, DOI: https://doi.org/10.1016/j.compgeo.2016.11.013
Atkinson JH, Potts DM (1977) Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2):203–215, DOI: https://doi.org/10.1016/0148-9062(77)90823-3
Frangopol D, Soliman M (2015) Life-cycle of structural systems: Recent achievements and future directions. Structure & Infrastructure Engineering 12(1):1–20, DOI: https://doi.org/10.1080/15732479.2014.999794
Gao GY, Gao M, Yang CB, Yu ZS (2010) Influence of deep excavation on deformation of operating metro tunnels and countermeasures. Chinese Journal of Geotechnical Engineering 32(3):453–459 (in Chinese)
Huang HW, Shao H, Zhang DM, Wang F (2017a) Deformational responses of operated shield tunnel to extreme surcharge: A case study. Structure and Infrastructure Engineering 13(3):345–360, DOI: https://doi.org/10.1080/15732479.2016.1170156
Huang KP, Wang TT, Huang TH, Jeng FS (2010) Profile deformation of a circular tunnel induced by ambient stress changes. Tunnelling and Underground Space Technology 25(3):266–278, DOI: https://doi.org/10.1016/j.tust.2009.12.006
Huang HW, Zhang DM (2016) Resilience analysis of shield tunnel lining under extreme surcharge: Characterization and field application. Tunnelling and Underground Space Technology 51:301–312, DOI: https://doi.org/10.1016/j.tust.2015.10.044
Huang DW, Zhou SH, Lai GQ, Feng QF, Liu LY (2017b) Mechanisms and characteristics for deterioration of shield tunnels under surface surcharge. Chinese Journal of Geotechnical Engineering 39(7):1173–1181 (in Chinese)
Kang C, Mei GX, Liang RZ, Wu WB, Fang YX, Ke ZB (2018) Analysis of the longitudinal deformation of existing shield tunnel induced by temporary surface surcharge. Rock and Soil Mechanics 39(12):4605–4616 (in Chinese)
Li SC, Wang MB (2008) Elastic analysis of stress-displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure. Tunnelling and Underground Space Technology 23(6):609–617, DOI: https://doi.org/10.1016/j.tust.2007.11.004
Love P, Lopez R, Edwards D (2013) Reviewing the past to learn in the future: Making sense of design errors and failures in construction. Structure & Infrastructure Engineering 9(7):675–688, DOI: https://doi.org/10.1080/15732479.2011.605369
Prassetyo SH, Gutierrez M (2016) Effect of surface loading on the hydro-mechanical response of a tunnel in saturated ground. Underground Space 1(1):1–19, DOI: https://doi.org/10.1016/j.undsp.2016.06.001
Shao H, Huang HW, Zhang DM, Wang RL (2016) Case study on repair work for excessively deformed shield tunnel under accidental surface surcharge in soft clay. Chinese Journal of Geotechnical Engineering 38(6):1036–1043 (in Chinese)
Sun ZZ, Zhang YM, Yuan Y, Mang HA (2019) Stability analysis of a fire-loaded shallow tunnel by means of a thermo-hydro-chemo-mechanical model and discontinuity layout optimization. International Journal for Numerical and Analytical Methods in Geomechanics 43(16): 2551–2564, DOI: https://doi.org/10.1002/nag.2991
Wang HN, Chen XP, Jiang MJ, Song F, Wu L (2018a) The analytical predictions on displacement and stress around shallow tunnels subjected to surcharge loadings. Tunnelling and Underground Space Technology 71:403–427, DOI: https://doi.org/10.1016/j.tust.2017.09.015
Wang HN, Wu L, Jiang MJ, Song F (2018b) Analytical stress and displacement due to twin tunneling in an elastic semi-infinite ground subjected to surcharge loads. International Journal Numerical Anal Methods Geomechanics 42(6): 809–828, DOI: https://doi.org/10.1002/nag.2764
Wu Q, Du SJ (2014) Model test on influence of ground heaped load on existing shield tunnel structure. Chinese Journal of Underground Space and Engineering 10(1):57–66 (in Chinese)
Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2011a) Stability of a single tunnel in cohesive—frictional soil subjected to surcharge loading. Canadian Geotechnical Journal 48(12):1841–1854, DOI: https://doi.org/10.1139/T11-078
Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2011b) Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics 38(4):504–514, DOI: https://doi.org/10.1016/j.compgeo.2011.02.014
Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2013) Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics 50:41–54, DOI: https://doi.org/10.1016/j.compgeo.2012.12.008
Yamamoto K, Lyamin AV, Wilson DW, Sloan SW, Abbo AJ (2014) Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading. Canadina Geotechnical Journal 51(8):829–843, DOI: https://doi.org/10.1139/cgj-2013-0481
Yan X, Sun ZZ, Li SC, Liu R, Zhang QS, Zhang YM (2019) Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: A case study. Frontiers of Structural and Civil Engineering 13(6):1393–1404, DOI: https://doi.org/10.1007/s11709-019-0563-1
Yang F, Zheng XC, Zhang J, Yang JS (2017) Upper bound analysis of stability of dual circular tunnels subjected to surcharge loading in cohesive-frictional soils. Tunnelling and Underground Space Technology 61:150–160, DOI: https://doi.org/10.1016/j.tust.2016.10.006
Yang M, Zhu B, Chen F (2002) Pilot study on collapse of an industrial building due to adjacent surcharge loads. Chinese Journal of Geotechnical Engineering 24(4):446–450 (in Chinese)
Zhang DM, Ma LX, Zhang J (2015) Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability. Engineering Geology 189:104–115, DOI: https://doi.org/10.1016/j.enggeo.2015.02.005
Zhang YM, Zhuang XY, Lackner R (2018) Stability analysis of shotcrete supported crown of NATM tunnels with discontinuity layout optimization. International Journal for Numerical and Analytical Methods in Geomechanics 42(11):1199–1216, DOI: https://doi.org/10.1002/nag.2775
Zhang MG, Zhou SH, Huang DW, Wang XZ, Liu HB (2016) Analysis of influence of surface surcharge on subway shield tunnel. Rock and Soil Mechanics 37(8):2271–2278 (in Chinese)
Zhou SW, Rabczuk T, Zhuang XY (2018a) Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies. Advances in Engineering Software 122:31–49, DOI: https://doi.org/10.1016/j.advengsoft.2018.03.012
Zhou SW, Zhuang XY, Rabczuk T (2019) Phase-field modeling of fluid-driven dynamic cracking in porous media. Computer Methods in Applied Mechanics and Engineering 350:169–198, DOI: https://doi.org/10.1016/j.cma.2019.03.001
Zhou SW, Zhuang XY, Zhu HH, Rabczuk T (2018b) Phase field modelling of crack propagation, branching and coalescence in rocks. Theoretical and Applied Fracture Mechanics 96:174–192, DOI: https://doi.org/10.1016/j.tafmec.2018.04.011
Zhuang XY, Zhou SW, Sheng M, Li GS (2019) On the hydraulic fracturing in naturally-layered porous media using the phase field method. Engineering Geology 266, DOI: https://doi.org/10.1016/j.enggeo.2019.105306
Acknowledgements
This work was supported by the National Science Foundation of China (Grant Nos. 51978668, 51968005, 51578550, 51538009, 51608537 and 51678166).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Huang, Z., Zhang, H., Fu, H. et al. Deformation Response Induced by Surcharge Loading above Shallow Shield Tunnels in Soft Soil. KSCE J Civ Eng 24, 2533–2545 (2020). https://doi.org/10.1007/s12205-020-0404-8
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-020-0404-8