439
Views
11
CrossRef citations to date
0
Altmetric
Original Articles

Three-dimensional fluid–soil full coupling numerical simulation of ground settlement caused by shield tunnelling

, ORCID Icon, , &
Pages 1261-1275 | Received 18 Dec 2017, Accepted 09 Apr 2018, Published online: 04 May 2018

References

  • Attewell, P. B. , & Woodman, J. P. (1982). Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil. Ground Engineering , 15 (8), doi:10.1016/0148-9062(83)90142-0
  • Bouayad, D. , & Emeriault, F. (2017). Modeling the relationship between ground surface settlements induced by shield tunneling and the operational and geological parameters based on the hybrid PCA/ANFIS method. Tunnelling and Underground Space Technology , 68 , 142–152. doi:10.1016/j.tust.2017.03.011
  • Culí, L. , Pujades, E. , Vázquez-Suñé, E. , & Jurado, A. (2016). Modelling of the EPB TBM shield tunnelling advance as a tool for geological characterization. Tunnelling and Underground Space Technology , 56 , 12–21. doi:10.1016/j.tust.2016.02.017
  • Dammyr, Ø. (2017). Pressurized TBM-shield tunneling under the subsidence sensitive grounds of Oslo: Possibilities and limitations. Tunnelling and Underground Space Technology , 66 , 47–55. doi:10.1016/j.tust.2017.03.010
  • Do, N. A. , Dias, D. , Oreste, P. , & Djeran-Maigre, I. (2014). Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunnelling and Underground Space Technology , 42 , 40–51. doi:10.1016/j.tust.2014.02.001
  • Do, N. A. , Dias, D. , & Oreste, P. (2016). 3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces. Engineering Structures , 109 , 117–125. doi:10.1016/j.engstruct.2015.11.053
  • González, C. , & Sagaseta, C. (2001). Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro. Computers and Geotechnics , 28 (6–7), 445–468. doi:10.1016/S0266-352X(01)00007-6
  • Guo, S. J. , Zhang, F. H. , Song, X. G. , & Wang, B. T. (2015). Deposited sediment settlement and consolidation mechanisms. Water Science and Engineering , 8 (4), 335–344. doi:10.1016/j.wse.2015.10.002
  • He, S. H. , Zhang, S. C. , Li, C. H. , Zhu, Z. P. , Liu, X. B. , Wang, D. H. , & Liu, Y. P. (2017). 砂卵石地层高水压条件下盾构掘进喷涌控制研究 [Blowout control during EPB shield tunnelling in sandy pebble stratum with high groundwater pressure]. Chinese Journal of Geotechnical Engineering , 39 (09), 1583–1590. doi:10.11779/CJGE201709005
  • Kasper, T. , & Meschke, G. (2006). A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling. Computers & Geotechnics , 33 (4–5), 234–247. doi:10.1016/j.compgeo.2006.04.004
  • Kavvadas, M. , Litsas, D. , Vazaios, I. , & Fortsakis, P. (2017). Development of a 3D finite element model for shield EPB tunnelling. Tunnelling and Underground Space Technology , 65 , 22–34. doi:10.1016/j.tust.2017.02.001
  • Li, Y. M. , & Zhou, F. Y. (2004). 一类三维偏微分方程边值问题的解法 [Solution to a class of boundary-value problem of three-dimensional partial differential equations]. Journal of Jiangsu University (Natural Science Edition) , (4), 328–331. doi:10.3969/j.issn.1671-7775.2004.04.013
  • Li, H. E. , He, Y. J. , Fan, G. Y. , Li, T. C. , & Pastor, M. (2011). Recent developments of generalized plasticity models for saturated and unsaturated soils. Water Science and Engineering , 4 (3), 329–344. doi:10.3882/j.issn.1674-2370.2011.03.009
  • Liu, X. X. , Shen, S. L. , Xu, Y. S. , & Yin, Z. Y. (2018). Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer. International Journal for Numerical and Analytical Methods in Geomechanics , 42 (4), 655–673. doi:10.1002/nag.2760
  • Luo, G. , & Zhang, J. M. (2004). 邓肯-张模型和沈珠江双屈服面模型的改进 [Improvement of duncan-chang nonlinear model and Shen Zhujiang’s elastoplastic model for granular soils]. Rock & Soil Mechanics , 06 , 887–890. doi:10.3969/j.issn.1000-7598.2004.06.009
  • Luo, Z. J. , & Zeng, F. (2011). Finite element numerical simulation of land subsidence and groundwater exploitation based on visco-elastic-plastic biot's consolidation theory. Journal of Hydrodynamics, Ser. B , 23 (5), 615–624. doi:10.1016/S1001-6058(10)60157-6
  • Melis, M. , Medina, L. , & Rodríguez, J. M. (2002). Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension. Canadian Geotechnical Journal , 39 (6), 1273–1287. doi:10.1139/t02-073
  • Papastamos, G. , Stiros, S. , Saltogianni, V. , & Kontogianni, V. (2014). 3-D strong tilting observed in tall, isolated brick chimneys during the excavation of the athens metro. Applied Geomatics , 7 (2), 1–7. doi:10.1007/s12518-014-0138-8
  • Peck, R. (1969). Deep excavations and tunnelling in soft ground. In Proceedings of the 7th International Conference on SMFE (pp. 226–290). Retrieved from http://ci.nii.ac.jp/naid/10007809489/
  • Qian, J. H. , & Yin, Z. Z. (1996). 土工原理与计算(第二版) [Principle and calculation of geotechnics] (pp. 213–215). Beijing: China Waterpower Press.
  • Sagaseta, C. (1987). Analysis of undraind soil deformation due to ground loss. Géotechnique , 37 (3), 301–320. doi:10.1680/geot.1987.37.3.301
  • Shen, S. L. , & Xu, Y. S. (2011). Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Canadian Geotechnical Journal , 48 (9), 1378–1392. doi:10.1139/t11-049
  • Shen, S. L. , Wu, H. N. , Cui, Y. J. , & Yin, Z. Y. (2014). Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai. Tunnelling and Underground Space Technology , 40 , 309–323. doi:10.1016/j.tust.2013.10.013
  • Smith, I. M. , & Griffiths, D. V. (2003). 有限元方法编程(第三版) [Programming the finite element method, third edition] (pp. 317–321). Translated by S. Wang , J. X. Zhou , L. Wang . Beijing: Electronic Industry Press.
  • Song, J. , Miao, L. , Hu, B. , & Liang, J. (2014). 地下水对盾构开挖面上方土拱效应影响的试验研究 [Experimental study on influence of ground water on the soil arching above the tunnelling face]. China Civil Engineering Journal , 47 (2), 109–120. doi:10.15951/j.tmgcxb.2014.02.004
  • Tian, J. , & Liu, X. G. (2005). 基于流固耦合理论的套损力学机理分析 [Casing damage mechanism based on theory of fluid-solid coupling flow through underground rock]. Journal of Hydrodynamics , 20 (2), 221–225. doi:10.3969/j.issn.1000-4874.2005.02.013
  • Verruijt, A. , & Booker, J. R. (1998). Surface settlements due to deformation of a tunnel in an elastic half plane. Géotechnique , 46 (4), 753–756. doi:10.1680/geot.1998.48.5.709
  • Vorster, T. E. , Klar, A. , Soga, K. , & Mair, R. J. (2005). Estimating the effects of tunneling on existing pipelines. Journal of Geotechnical & Geoenvironmental Engineering , 131 (11), 1399–1410. doi:10.1061/(ASCE)1090-0241(2005)131:11(1399)
  • Wu, H. N. , Shen, S. L. , Liao, S. M. , & Yin, Z. Y. (2015). Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings. Tunnelling and Underground Space Technology , 50 , 317–323. doi:10.1016/j.tust.2015.08.001
  • Zhao, C. , Lavasan, A. A. , Barciaga, T. , Zarev, V. , Datcheva, M. , & Schanz, T. (2015). Model validation and calibration via back analysis for mechanized tunnel simulations – The Western Scheldt tunnel case. Computers & Geotechnics , 69 (7), 601–614. doi:10.1016/j.compgeo.2015.07.003
  • Zheng, G. , Yang, X. , Zhou, H. , Du, Y. , Sun, J. , & Yu, X. (2017). A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations. Computers and Geotechnics , 95 , 119–128. doi:10.1016/j.compgeo.2017.10.006
  • Zhu, C. (2017). Control of surface settlement by considering shield tunneling technology. KSCE Journal of Civil Engineering , 21 (7), 2896–2907. doi:10.1007/s12205-017-0761-0
  • Zhu, C. H. , Li, N. , Liu, H. X. , & Zhang, Z. Q. (2011). 盾构施工工艺诱发地表沉降规律浅析 [Analysis of ground settlement induced by workmanship of shield tunneling]. Rock & Soil Mechanics , 32 (1), 158–164. doi:10.16285/j.rsm.2011.01.019

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.