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Tytuł artykułu

Behavior of damaged TBM tunnel under MJS and Micro-disturbance grouting treatment: a case study

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The operating subway tunnel is often damaged due to excessive deformation in China. In order to ensure the safe for operation, remediation and protection measures must be taken, especially in soft soil areas. This paper presents a case study on remedial scheme of damaged TBM (Tunnel Boring Machine) tunnel adjacent to excavation combining with MJS (Metro Jet System) and micro-disturbance grouting technology in Hangzhou, China. The track bed settlement, horizontal displacement and convergence of the TBM tunnel caused by MJS and micro-disturbance grouting construction were analyzed and discussed. The results showed the characteristics of soil layer under the tunnel have significant influence on the treatment effect. Even if multiple grouting was adopted, the treatment failure may occur under the combination action of external loads such as traffic load or surcharge load, which should be considered when civil engineers design remediation scheme. The results can provide practical experience and guidance for similar treatment scheme of damaged TBM tunnel.
Rocznik
Strony
339--352
Opis fizyczny
Bibligor. 13 poz., il., tab.
Twórcy
autor
  • Chengdunsuian Underground Engineering Co., Ltd., Shanghai, China
autor
  • Hangzhou Metro Group Co., Ltd., Hangzhou, China
  • Hangzhou Metro Group Co., Ltd., Hangzhou, China
autor
  • Chengdunsuian Underground Engineering Co., Ltd., Shanghai, China
autor
  • Chengdunsuian Underground Engineering Co., Ltd., Shanghai, China
  • Chengdunsuian Underground Engineering Co., Ltd., Shanghai, China
Bibliografia
  • [1] Y. Tan, X. Li, Z. Kang, J. Liu and Y. Zhu, “Zoned excavation of an oversized pit close to an existing metro line in stiff clay: Case study”, Journal of Performance of Constructed Facilities, vol. 29, no. 6, art. no. 04014158, 2015, doi: 10.1061/(ASCE)CF.1943-5509.0000652.
  • [2] M.G. Li, J.H. Wang, J.J. Chen, and Z.J. Zhang, “Responses of a newly built metro line connected to deep excavations in soft clay”, Journal of Performance of Constructed Facilities, vol. 31, no. 6, art. no. 04017096, 2017, doi: 10.1061/(ASCE)CF.1943-5509.0001091.
  • [3] P. Szklennik, “Numerical determination of load of a model tunnel lining, taking into account different heights of soil backfill”, Archives of Civil Engineering, vol. 68, no. 3, pp. 289-305, 2022, doi: 10.24425/ace.2022.141886.
  • [4] A.M. Sklodowska and M. Mitew-Czajewska, “The influence of electronic detonators on the quality of the tunnel excavation”, Archives of Civil Engineering, vol. 67, no. 3, pp. 333-349, 2021, doi: 10.24425/ace.2021.138059.
  • [5] M. Zhu, X. Gong, X. Gao, et al., “Remediation of damaged shield tunnel using grouting technique: serviceability improvements and prevention of potential risks”, Journal of Performance of Constructed Facilities, vol. 33, no. 6, art. no. 04019062, 2019, doi: 10.1061/(ASCE)CF.1943-5509.0001335.
  • [6] C.T. Chang, C.W. Sun, S.W. Duann, and R.N. Hwang, “Response of a taipei rapid transit system (TRTS) tunnel to adjacent excavation”, Tunnelling and Underground Space Technology, vol. 16, no. 3, pp. 151-158, 2001, doi: 10.1016/S0886-7798(01)00049-9.
  • [7] X. Huang, H.F. Schweiger, and H. Huang, “Influence of deep excavations on nearby existing tunnels”, International Journal of Geomechanics, vol. 13, no. 2, pp. 170-180, 2013, doi: 10.1061/(ASCE)GM.1943-5622.0000188.
  • [8] W.C. Cheng, Z.P. Song, W. Tian, and Z.F. Wang, “Shield tunnel uplift and deformation characterization: A case study from Zhengzhou metro”, Tunnelling and Underground Space Technology, vol. 79, pp. 83-95, 2018, doi: 10.1016/j.tust.2018.05.002.
  • [9] H. Mohamad, K. Soga, P.J. Bennett, R.J. Mair, and C.S. Lim, “Monitoring twin tunnel interaction using distributed optical fiber strain measurements”, Journal of Geotechnical and Geoenvironmental Engineering, vol. 138, no. 8, pp. 957-967, 2012, doi: 10.1061/(ASCE)GT.1943-5606.0000656.
  • [10] D.M. Zhang, Z.S. Liu, R.L. Wang, and D.M. Zhang, “Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay”, Acta Geotechnica, vol. 14, no. 4, pp. 1227-1247, 2019, doi: 10.1007/S11440-018-0696-8.
  • [11] H. Huang, H. Shao, D. Zhang, and F. Wang, “Deformational responses of operated shield tunnel to extreme surcharge: A case study”, Structure and Infrastructure Engineering, vol. 13, no. 3, pp. 345-360, 2017, doi: 10.1080/15732479.2016.1170156.
  • [12] X. Li and D. Yuan, “Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China”, SpringerPlus, vol. 5, no. 1, art no. 527, 2016, doi: 10.1186/s40064-016-2168-7.
  • [13] D. Jin, D. Yuan, X. Li, and H. Zheng, “An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel”, Tunnelling and Underground Space Technology, vol. 71, pp. 27-35, 2018, doi: 10.1016/j.tust.2017.08.002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-776ab09f-dc30-4e9b-80c3-768116ee6019
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