Field monitoring and numerical analysis of ground deformation induced by tunnelling beneath an existing tunnel

References

• Addenbrooke, T. I., & Potts, D. M. (2001). Twin tunnel interaction: Surface and subsurface effects. International Journal of Geomechanics, 1(2), 249–19. https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(249)
   Google Scholar
• Al-Omari, R. R., Medhat, S. A., & Osamah, I. A. (2019). Effect of tunnel progress on the settlement of existing piled foundation”. Studia Geotechnica Et Mechanica, 41(2), 102–113. https://doi.org/10.2478/sgem-2019-0008
   Web of Science ®Google Scholar
• Avgerinos, V., Potts, D. M., & Standing, J. R. (2017). Numerical investigation of the effects of tunnelling on existing tunnels. Géotechnique, 67(9), 808–822. https://doi.org/10.1680/jgeot.SiP17.P.103
   Web of Science ®Google Scholar
• Bilotta, E., Paolillo, A., Russo, G., & Aversa, S. (2017). Displacements induced by tunnelling under a historical building. Tunnelling and Underground Space Technology, 61, 221–232. https://doi.org/10.1016/j.tust.2016.10.007
   Web of Science ®Google Scholar
• Bousbia, N., & Messast, S. (2015). Numerical modelling of two parallel tunnels interaction using three dimensional finite elements method. Geomechanics and Engineering, 9(6), 775–791. https://doi.org/10.12989/gae.2015.9.6.775
   Web of Science ®Google Scholar
• Chakeri, H., Hasanpour, R., Hindistan, M. A., & Ünver, B. (2011). Analysis of interaction between tunnels in soft ground by 3D numerical modelling. Bulletin of Engineering Geology and the Environment, 70(3), 439–448. https://doi.org/10.1007/s10064-010-0333-8
   Web of Science ®Google Scholar
• Chapman, D. N., Rogers, C. D. F., & Hunt, D. V. L. (2002). Prediction of settlement above closely spaced multiple tunnel constructions in soft ground. Proceedings of the Third International Symposium on the Geotechnical Aspects of Underground Construction in Soft Ground, 299–300.
   Google Scholar
• Dilapidation Report for CWO crossing. (2010). 160-G2-JVC-004-N-005-A, issued by Cairo metro line 3 joint venture g2 for civil works.
   Google Scholar
• Do, N. A., Dias, D., Oreste, P., & Djeran-Maigre, I. (2014). 2D numerical investigations of twin tunnel interaction. Geomechanics and Engineering, 6(3), 263–275. https://doi.org/10.12989/gae.2014.6.3.000
   Web of Science ®Google Scholar
• El-Nahhas, F. M. (1986). Spatial mode of ground subsidence above advancing shielded tunnels. Proceeding of the International Congress on Large Underground Opening, Firenze, Italy, 1, 720–725.
   Google Scholar
• El-Nahhas, F. M. (1999). Soft ground tunnelling in Egypt. Geotechnical challenges and expectations. Tunnelling and Underground Space Technology, 14(3), 245–256. https://doi.org/10.1016/S0886-7798(99)00041-3
   Web of Science ®Google Scholar
• El-Shourbagy, M. A. (2016). Numerical simulation of shield tunneling, with special application on tunnels crossing in Cairo [PhD. Thesis]. Department of Structural Engineering, Faculty of Engineering, Cairo University.
   Google Scholar
• Gue, C. Y., Wilcock, M. J., Alhaddad, M. M., Elshafie, M. Z., Soga, K., & Mair, R. J. (2017). Tunnelling close beneath an existing tunnelling clay – Perpendicular undercrossing. Géotechnique, 67(9), 795–807. https://doi.org/10.1680/jgeot.SiP17.P.117
   Web of Science ®Google Scholar
• He, C., Zhou, S., Di, H., & Yang, X. (2019). Effect of Dynamic Interaction of Two Neighboring Tunnels on Vibrations from Underground Railways in the Saturated Soil. KSCE Journal of Civil Engineering, 23(11), 4651-4661. DOI: 10.1007/s12205-019-0084-4
   Google Scholar
• Huo, R., Zhou, P., Song, Z., Wang, J., Li, S., & Zhang, Y. (2019). Study on the settlement of large-span metro station’s baseplate caused by the tunnels newly built beneath it. Advances in Mechanical Engineering, 11(2), 2. https://doi.org/10.1177/1687814018825161
   Web of Science ®Google Scholar
• La, Y. S., Kim, B., Jang, Y. S., & Choi, W. H. (2018). Stress interactions between two asymmetric noncircular tunnels. Geomechanics and Engineering, 15(3), 869–877. https://doi.org/10.12989/gae.2018.15.3.869
   Web of Science ®Google Scholar
• Li, P., Lu, Y., Lai, J., Liu, H., & Wang, K. (2020). A comparative study of protective schemes for shield tunnelling adjacent to pile groups. Advances in Civil Engineering, 2020, 1-16. https://doi.org/10.1155/2020/6964314
   Google Scholar
• Liang, R., Xia, T., Hong, Y., & Yu, F. (2016). Effects of above-crossing tunnelling on the existing shield tunnels. Tunnelling and Underground Space Technology, 58, 159–176. https://doi.org/10.1016/j.tust.2016.05.002
   Web of Science ®Google Scholar
• Lin, X. T., Chen, R. P., Wu, H. N., & Cheng, H. Z. (2019). Deformation behaviours of existing tunnels caused by shield tunnelling undercrossing with oblique angle. Tunnelling and Underground Space Technology, 89, 78–90. https://doi.org/10.1016/j.tust.2019.03.021
   Web of Science ®Google Scholar
• Liu, H. Y., Small, J. C., Carter, J. P., & Williams, D. J. (2009). Effects of tunnelling on existing support systems of perpendicularly crossing tunnels. Computers and Geotechnics, Elsevier Science Ltd., 36(5), 880–894. https://doi.org/10.1016/j.compgeo.2009.01.013
   Web of Science ®Google Scholar
• Mayoral, J. M., Roman-de la Sancha, A., Osorio, L., & Martinez, S. (2013). Numerical analysis of a tunnel intersection. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, 769–772. https://www.issmge.org/uploads/publications/1/2/769-772.pdf
   Google Scholar
• Mazek, S. A., & Almannaei, H. A. (2013). Finite element model of Cairo metro tunnel-Line performance. Ain Shams Engineering Journal, 4(4), 709–716. https://doi.org/10.1016/j.asej.2013.04.002
   Google Scholar
• MIDAS/GTSNX (v.1.0.0) (2014), manual - copyright since1989 MIDAS Information Technology Co. Ltd., http://manual.midasuser.com/en_common/GTS%20NX/100/GTX.htm
   Google Scholar
• Mooney, M. A., Grasmick, J., Kenneally, B., & Fang, Y. (2016). The role of slurry TBM parameters on ground deformation: Field results and computational modelling. Tunnelling and Underground Space Technology, 57, 257–264. https://doi.org/10.1016/j.tust.2016.01.007
   Web of Science ®Google Scholar
• Nematollahi, M., & Diasb, D. (2020). Interaction between an underground parking and twin tunnels – Case of the Shiraz subway line. Tunneling and Underground Space Technology, 95, 103150. https://doi.org/10.1016/j.tust.2019.103150
   Web of Science ®Google Scholar
• Ng, C. W., Boonyarak, T., & Mašín, D. (2004). Three-dimensional centrifuge and numerical modelling of the interaction between perpendicularly crossing tunnels. Canadian Geotechnical Journal, 50(9), 935–946. https://doi.org/10.1139/t04-008
   Google Scholar
• Ng, C. W. W., Lee, K. M., & Tang, D. K. W. (2004). Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions. Canadian Geotechnical Journal, 41(3), 523–529. https://doi.org/10.1139/t04-008
   Web of Science ®Google Scholar
• Sadjadi, F., & Khalkhali, A. B. (2018). Geotechnical challenges of Tehran metro line 7 (South Northern Route). Civil Engineering Journal, 4(5), 1117–1126. https://doi.org/10.28991/cej-0309161
   Google Scholar
• Shabna, P. S., & Sankar, N. (2016). Numerical analysis of shallow tunnels in soft ground using Plaxis2D. Int J Sci Eng Res, 7(4), 161–166. https://www.ijser.org/researchpaper/NUMERICAL-ANALYSIS-OF-SHALLOW-TUNNELS-IN-SOFT-GROUND-USING-PLAXIS2D.pdf
   Google Scholar
• Shi, J., Zhang, X., Chen, Y., & Chen, L. (2018). Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel. Tunnelling and Underground Space Technology, 72, 145–153. https://doi.org/10.1016/j.tust.2017.11.030
   Web of Science ®Google Scholar
• Standing, J. R., Potts, D. M., Vollum, R., Burland, J. B., Tsiampousi, A., & Afshan, S. (2015). Investigating the effect of tunneling on existing tunnels. Underground Design and Construction Conference, IOM3 Hong Kong Branch, 301–3012.
   Google Scholar
• Talebinejad, A., Chakeri, H., & Moosavi, M. (2014). Investigation of surface and subsurface displacements due to multiple tunnels excavation in urban area. Arabian Journal of Geosciences, 7(9), 3913–3923. https://doi.org/10.1007/s12517-013-1056-5
   Web of Science ®Google Scholar
• Zhang, N., Zhu, X., & Ren, Y. (2019). Analysis and study on crack characteristics of highway tunnel lining. Civil Engineering Journal, 5(5), 1119–1123. https://doi.org/10.28991/cej-2019-03091316
   Google Scholar