DOI QR코드

DOI QR Code

Stability evaluation for the excavation face of shield tunnel across the Yangtze River by multi-factor analysis

  • Xue, Yiguo (Geotechnical and Structural Research Center of Shandong University) ;
  • Li, Xin (Geotechnical and Structural Research Center of Shandong University) ;
  • Qiu, Daohong (Geotechnical and Structural Research Center of Shandong University) ;
  • Ma, Xinmin (Geotechnical and Structural Research Center of Shandong University) ;
  • Kong, Fanmeng (Geotechnical and Structural Research Center of Shandong University) ;
  • Qu, Chuanqi (Geotechnical and Structural Research Center of Shandong University) ;
  • Zhao, Ying (Geotechnical and Structural Research Center of Shandong University)
  • 투고 : 2019.07.09
  • 심사 : 2019.10.22
  • 발행 : 2019.10.30

초록

Evaluating the stability of the excavation face of the cross-river shield tunnel with good accuracy is considered as a nonlinear and multivariable complex issue. Understanding the stability evaluation method of the shield tunnel excavation face is vital to operate and control the shield machine during shield tunneling. Considering the instability mechanism of the excavation face of the cross-river shield and the characteristics of this engineering, seven evaluation indexes of the stability of the excavation face were selected, i.e., the over-span ratio, buried depth of the tunnel, groundwater condition, soil permeability, internal friction angle, soil cohesion and advancing speed. The weight of each evaluation index was obtained by using the analytic hierarchy process and the entropy weight method. The evaluation model of the cross-river shield construction excavation face stability is established based on the idea point method. The feasibility of the evaluation model was verified by the engineering application in a cross-river shield tunnel project in China. Results obtained via the evaluation model are in good agreement with the actual construction situation. The proposed evaluation method is demonstrated as a promising and innovative method for the stability evaluation and safety construction of the cross-river shield tunnel engineerings.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Central Universities, Natural Science Foundation of Shandong Province

참고문헌

  1. Aalianvari, A., Katibeh, H. and Sharifzadeh, M. (2012), "Application of fuzzy Delphi AHP method for the estimation and classification of Ghomrud tunnel from groundwater flow hazard", Arab. J. Geosci., 5(2), 275-284. https://doi.org/10.1007/s12517-010-0172-8.
  2. Ahmed, M. and Iskander, M. (2012), "Evaluation of tunnel face stability by transparent soil models", Tunn. Undergr. Sp. Technol., 27(1), 101-110. https://doi.org/10.1016/j.tust.2011.08.001.
  3. Anagnostou, G. and Kovari, K. (1996), "Face stability conditions with earth-pressure-balanced shields", Tunn. Undergr. Sp. Technol., 11(2), 165-173. http://dx.doi.org/10.1016/0886-7798(96)00017-X.
  4. Attewell, P.B. and Boden, J.B. (1971), "Development of stability ratio for tunnels driven in clay", Tunn. Tunn. Int., 3(3), 195-198.
  5. Broms, B.B. and Benermark, H. (1967), "Stability of clay at vertical openings", J. Soil Mech. Found. Eng. Div., 93, 71-94. https://doi.org/10.1061/JSFEAQ.0000946
  6. Chambon, P. and Corte, J.F. (1994), "Shallow tunnels in cohesionless soil: stability of tunnel face", J. Geotech. Eng., 120(7), 1148-1165. http://dx.doi.org/10.1061/(ASCE)0733-9410(1994)120:7(1148).
  7. Chen, R.P., Li, J., Kong, L.G. and Tang, L.J. (2013), "Experimental study on face instability of shield tunnel in sand", Tunn. Undergr. Sp. Technol., 33, 12-21. https://doi.org/10.1016/j.tust.2012.08.001.
  8. Coli, N., Pranzini, G., Alfi, A. and Boerio, V. (2008), "Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis", Eng. Geol., 101(3-4), 174-184. https://doi.org/10.1016/j.enggeo.2008.05.002.
  9. Constantin, M., Bednarik, M. Jurchescu, M.C. and Vlaicu, M. (2011), "Landslide susceptibility assessment using the bivariate statistical analysis and the index of entropy in the Sibiciu Basin (Romania)", Environ. Earth Sci., 63(2), 397-406. https://doi.org/10.1007/s12665-010-0724-y.
  10. Culi, L., Pujades, E., Vazquez-Sune, E. and Jurado, A. (2016), "Modelling of the EPB TBM shield tunnelling advance as a tool for geological characterization", Tunn. Undergr. Sp. Technol., 56, 12-21. http://dx.doi.org/10.1016/j.tust.2016.02.017.
  11. Delgado, A. and Romero, I. (2016), "Environmental conflict analysis using an integrated grey clustering and entropy-weight method: A case study of a mining project in Peru", Environ. Modell. Softw., 77, 108-121. https://doi.org/10.1016/j.envsoft.2015.12.011.
  12. Dias, D. and Kastner, R. (2013), "Movements caused by the excavation of tunnels using face pressurized shields-analysis of monitoring and numerical modeling results", Eng. Geol., 152(1), 17-25. https://doi.org/10.1016/j.enggeo.2012.10.002.
  13. Duan, K., Wu, W. and Kwok, C.Y. (2018), "Discrete element modelling of stress-induced instability of directional drilling boreholes in anisotropic rock", Tunn. Undergr. Sp. Technol., 81, 55-67. http://dx.doi.org/10.1016/j.tust.2018.07.001.
  14. Felicisimo, A.M., Cuartero, A., Remondo, J. and Quiros, E. (2013), "Mapping landslide susceptibility with logistic regression, multiple adaptive regression splines, classification and regression trees, and maximum entropy methods: a comparative study", Landslides, 10(2), 175-189. https://doi.org/10.1007/s10346-012-0320-1.
  15. Hamidi, J.K., Shahriar, K., Rezai, B., Rostami, J. and Bejari, H. (2010), "Risk assessment based selection of rock TBM for adverse geological conditions using Fuzzy-AHP", Bull. Eng. Geol. Environ., 69(4), 523-532. https://doi.org/10.1007/s10064-009-0260-8.
  16. Hasanpour, R. (2014), "Advance numerical simulation of tunneling by using a double shield TBM", Comput. Geotech., 57, 37-52. https://doi.org/10.1016/j.compgeo.2014.01.002.
  17. Hatzor, Y.H., Wainshtein, I. and Mazor, D.B. (2010), "Stability of shallow karstic caverns in blocky rock masses", Int. J. Rock Mech. Min. Sci., 47(8), 1289-1303. http://dx.doi.org/10.1016/j.ijrmms.2010.09.014.
  18. Hong, E.S., Lee, I.M., Shin, H.S., Nam, S.W. and Kong, J.S. (2009), "Quantitative risk evaluation based on event tree analysis technique: Application to the design of shield TBM", Tunn. Undergr. Sp. Technol., 24(3), 269-277. https://doi.org/10.1016/j.tust.2008.09.004.
  19. Hyun, K.C., Min, S., Choi, H., Park, J. and Lee, I.M. (2015), "Risk analysis using fault-tree analysis (FTA) and analytic hierarchy process (AHP) applicable to shield TBM tunnels", Tunn. Undergr. Sp. Technol., 49, 121-129. https://doi.org/10.1007/s12205-014-0538-7.
  20. Jiang, Y.J. and Wu, X.Z. (2015), "Research progress and prospect of interaction between rock engineering and geo-environments", J. Rock Mech. Geotech. Eng., 7(6), 722-723. https://doi.org/10.1016/j.jrmge.2015.06.012.
  21. Katibeh, H. and Aalianvari, A. (2009), "Development of a New Method for Tunnel Site Rating from Groundwater Hazard Point of View", J. Appl. Sci., 9(8), 1496-1502. https://doi.org/10.3923/jas.2009.1496.1502.
  22. Khezri, N., Mohamad, H. and Fatahi, B. (2016), "Stability assessment of tunnel face in a layered soil using upper bound theorem of limit analysis", Geomech. Eng., 11(4), 471-492. http://dx.doi.org/10.12989/gae.2016.11.4.471.
  23. Kim D.I., Yoo, W.S., Cho, H. and Kang, K.I. (2014), "A fuzzy AHP-based decision support model for quantifying failure risk of excavation work", KSCE. J. Civ. Eng., 18(7), 1966-1976. https://doi.org/10.1007/s12205-014-0538-7.
  24. Kim, J., Salgado, R. and Lee, J. (2002), "Stability analysis of complex soil slopes using limit analysis", J. Geotech. Geoenviron. Eng., 128(7), 546-557. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:7(546).
  25. Kim, K., Oh, J.Y., Lee, H. and Choi, H. (2018), "Critical face pressure and backfill pressure of shield TBM considering surface settlements of saturated clayey ground", J. Kor. Tunn. Undergr. Sp. Assoc., 20(2), 433-452. https://doi.org/10.9711/KTAJ.2018.20.2.433.
  26. Kong, F.M. and Shang, J.L. (2018), "A validation study for the estimation of uniaxial compressive strength based on index tests", Rock Mech. Rock Eng., 51(7), 2289-2297. https://doi.org/10.1007/s00603-018-1462-9.
  27. Lee, I.M., Lee, J.S. and Nam, S.W. (2004), "Effect of seepage force on tunnel face stability reinforced with multi-step pipe grouting", Tunn. Undergr. Sp. Technol., 19(6), 551-565. http://dx.doi.org/10.1016/j.tust.2004.01.003.
  28. Li, T.Z. and Yang, X.L. (2019), "Face stability analysis of rock tunnels under water table using Hoek-Brown failure criterion", Geomech. Eng., 18(3), 235-245. https://doi.org/10.12989/gae.2019.18.3.235.
  29. Li, X., Xue, Y.G., Qiu, D.H., Ma, X.M., Qu, C., Zhou, B.H. and Kong, F.M. (2019), "Application of data mining to lagging deformation prediction of the underwater shield tunnel", Mar. Georesour. Geotechnol. https://doi.org/10.1080/1064119X.2019.1681039.
  30. Li, Y., Emeriault, F., Kastner, R. and Zhang, Z.X. (2009), "Stability analysis of large slurry shield-driven tunnel in soft clay", Tunn. Undergr. Sp. Technol., 24(4), 472-481. https://doi.org/10.1016/j.tust.2008.10.007.
  31. Li, Z.Q., Xue, Y.G., Qiu, D.H., Xu, Z.H., Zhang, X.L., Zhou, B.H. and Wang, X.T. (2017), "AHP-ideal point model for large underground petroleum Storage Site Selection: An Engineering Application", Sustainability., 9(12), 2343. https://doi.org/10.3390/su9122343.
  32. Ma, X.D. and Zoback, M.D. (2018), "Static and dynamic response of Bakken cores to cyclic hydrostatic loading", Rock Mech. Rock Eng., 51(6), 1943-1953 http://dx.doi.org/10.1007/s00603-018-1443-z.
  33. Ma, X.L., Rudnicki, J.W. and Haimson, B.C. (2017), "Failure characteristics of two porous sandstones subjected to true triaxial stresses: applied through a novel loading path", J. Geophys. Res. Sol. Earth, 122(4), 2525-2540. https://doi.org/10.1002/2016JB013637.
  34. Maynar, M.J. and Rodriguez, L.E. (2005), "Discrete numerical model for analysis of earth pressure balance tunnel excavation", J. Geotech. Geoenviron. Eng., 131(10), 1234-1242. https://doi.org/10.1061/(asce)1090-0241(2005)131:10(1234).
  35. Perazzelli, P., Leone, T. and Anagnostou, G. (2014), "Tunnel face stability under seepage flow conditions", Tunn. Undergr. Sp. Technol., 43, 459-469, 1371-1374. https://doi.org/10.1016/j.tust.2014.03.001.
  36. Shin, Y.J., Kim, B.M., Shin, J.H. and Lee, I.M. (2010), "The ground reaction curve of underwater tunnels considering seepage forces", Tunn. Undergr. Sp. Technol., 25(4), 315-324. https://doi.org/10.1016/j.tust.2010.01.005.
  37. Shu, S.Z., Muhunthan, B. and Li, X.S. (2011), "Numerical Simulation of the Influence of Initial State of Sand on Element Tests and Micropile Performance", Int. J. Geomech., 11(5), 370-380. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000095.
  38. Song, S.G., Tian, R.Z., Li, L.P., Hu, J., Shen, C.S. and Peng, S.Z. (2018), "Adaptability Study of EPB Shield Machine in Clay Stratum in Xuzhou", Geotech. Geol. Eng., 37(4), 2335-2341. https://doi.org/10.1007/s10706-018-00759-z.
  39. Sousa, R.L. and Einstein, H.H. (2012), "Risk analysis during tunnel construction using Bayesian Networks: Porto Metro case study", Tunn. Undergr. Sp. Technol., 27(1), 86-100. https://doi.org/10.1016/j.tust.2011.07.003.
  40. Srivastava, A., Babu, G.S. and Haldar, S. (2010), "Influence of spatial variability of permeability property on steady state seepage flow and slope stability analysis", Eng. Geol., 110(3-4), 93-101. https://doi.org/10.1016/j.enggeo.2009.11.006.
  41. Su, M.X., Wang, P., Xue, Y.G., Qiu, D.H., Li, Z.Q., Xia, T. and Li, G.K. (2019), "Prediction of risk in submarine tunnel construction by multi-factor analysis: A collapse prediction model", Mar. Georesour. Geotechnol., 1-11. https://doi.org/1-11.10.1080/1064119X.2018.1535635.
  42. Viratjandr, C. and Michalowski, R.L. (2006), "Limit analysis of submerged slopes subjected to water drawdown", Can. Geotech. J., 43(8), 802-814. https://doi.org/10.1139/t06-042.
  43. Wang, Y.C., Zhao, N., Jing, H.W, Meng, B. and Yin, X. (2016), "A novel model of the ideal point method coupled with objective and subjective weighting method for evaluation of surrounding rock stability", Math. Probl. Eng., http://dx.doi.org/10.1155/2016/8935156.
  44. Wu, W. and Zhao, J. (2015), "Effect of water content on P-wave attenuation across a rock fracture filled with granular materials", Rock Mech. Rock Eng., 48(2), 867-871. http://dx.doi.org/10.1007/s00603-014-0606-9.
  45. Zhang, B., Wang, X., Zhang, J.S. and Meng, F. (2017), "Threedimensional limit analysis of seismic stability of tunnel faces with quasi-static method", Geomech. Eng., 13(2), 301-318. https://doi.org/10.12989/gae.2017.13.2.301.

피인용 문헌

  1. The Prediction of Metro Shield Construction Cost Based on a Backpropagation Neural Network Improved by Quantum Particle Swarm Optimization vol.2020, 2019, https://doi.org/10.1155/2020/6692130
  2. Comparative Assessment of the Stability of AHP and FAHP Methods vol.13, pp.3, 2021, https://doi.org/10.3390/sym13030479
  3. Mathematical model and calculation of safety and stability evaluation of underground space engineering by TOPSIS and analytic hierarchy process vol.2083, pp.4, 2019, https://doi.org/10.1088/1742-6596/2083/4/042053