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A TBM tunnel collapse risk prediction model based on AHP and normal cloud model

  • Wang, Peng (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Xue, Yiguo (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Su, Maoxin (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Qiu, Daohong (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Li, Guangkun (Geotechnical and Structural Engineering Research Center, Shandong University)
  • Received : 2020.11.15
  • Accepted : 2022.08.12
  • Published : 2022.09.10

Abstract

TBM is widely used in the construction of various underground projects in the current world, and has the unique advantages that cannot be compared with traditional excavation methods. However, due to the high cost of TBM, the damage is even greater when geological disasters such as collapse occur during excavation. At present, there is still a shortage of research on various types of risk prediction of TBM tunnel, and accurate and reliable risk prediction model is an important theoretical basis for timely risk avoidance during construction. In this paper, a prediction model is proposed to evaluate the risk level of tunnel collapse by establishing a reasonable risk index system, using analytic hierarchy process to determine the index weight, and using the normal cloud model theory. At the same time, the traditional analytic hierarchy process is improved and optimized to ensure the objectivity of the weight values of the indicators in the prediction process, and the qualitative indicators are quantified so that they can directly participate in the process of risk prediction calculation. Through the practical engineering application, the feasibility and accuracy of the method are verified, and further optimization can be analyzed and discussed.

Keywords

Acknowledgement

Much of the work presented in this paper was supported by the Shandong Provincial Natural Science Foundation (grant number ZR2014EEM028), and the National Natural Science Foundation of China (grant numbers 51422904 and 41772298), and the State Key Development Program for Basic Research of China (grant number 2013CB036002). The authors would like to express appreciation to the reviewers for their valuable comments and suggestions that helped improve the quality of our paper.

References

  1. Adoko, A.C., Gokceoglu, C. and Yagiz, S. (2017), "Bayesian prediction of TBM penetration rate in rock mass", Eng. Geol., 226, 245-256. https://doi.org/10.1016/j.enggeo.2017.06.014.
  2. Choi, H.H., Cho, H.N. and Seo, J.W. (2004), "Risk assessment methodology for underground construction projects", J. Constr. Eng. Manage., 130(2), 258-272. https://doi.org/10.1061/(ASCE)0733-9364(2004)130:2(258).
  3. Dikmen, I. and Birgonul, M.T. (2006), "An analytic hierarchy process based model for risk and opportunity prediction of international construction projects", Can. J. Civil Eng., 33(1), 58-68. https://doi.org/10.1139/l05-087.
  4. Font-Capo, J., Vazquez-Sune, E., Carrera, J., Marti, D., Carbonell, R. and Perez-Estaun, A. (2011), "Groundwater inflow prediction in urban tunneling with a tunnel boring machine (TBM)", Eng. Geol., 121(1-2), 46-54. https://doi.org/10.1016/j.enggeo.2011.04.012.
  5. Fraldi, M., Cavuoto, R., Cutolo, A. and Guarracino, F. (2019), "Stability of tunnels according to depth and variability of rock mass parameters", Int. J. Rock Mech. Min., 119, 222-229. https://doi.org/ 10.1016/j.ijrmms.2019.05.001.
  6. Gong, Q.M., Yin, L.J., Wu, S.Y., Zhao, J. and Ting, Y. (2012), "Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station", Eng. Geol., 124, 98-108. https://doi.org/10.1016/j.enggeo.2011.10.007.
  7. Haeri, H., Marji, M.F. and Shahriar, K. (2014), "Simulating the effect of disc erosion in TBM disc cutters by a semi-infinite DDM", Arab. J. Geosci., 8(6), 3915-3927. https://doi.org/10.1007/s12517-014-1489-5.
  8. Hao, J., Shi, K.B., Wang, X.L., Bai, X.J. and Chen, G.M. (2016), "Application of cloud model to rating of rockburst based on rough set of FCM algorithm", Rock Soil Mech., 37(3), 859-874. https://doi.org/10.16285/j.rsm.2016.03.031.
  9. Jiao, Y.Y., Tian, H.N., Liu, Y.Z., Mei, R.W. and Li, H.B. (2015), "Prediction of tunneling hazardous geological zones using the active seismic approach", Near Surf. Geophys., 13(4), 333-342. https://doi.org/10.3997/1873-0604.2015017.
  10. Lee, K.H., Park, J.H., Park, J., Lee, I.M. and Lee, S.W. (2019), "Electrical resistivity tomography survey for prediction of anomaly in mechanized tunneling", Geomech. Eng., 19(1), 93-104. https://doi.org/10.12989/gae.2019.19.1.093.
  11. Li, S.C., Nie, L.C. and Liu, B. (2018), "The practice of forward prospecting of adverse geology applied to hard rock tbm tunnel construction: the case of the songhua river water conveyance project in the middle of Jilin Province", Eng., 4(1), 131-137. https://doi.org/10.1016/j.eng.2017.12.010.
  12. Li, S.C., Zhou, Z.Q., Ye, Z.H., Li, L.P., Zhang, Q.Q. and Xu, Z.H. (2015), "Comprehensive geophysical prediction and treatment measures of karst caves in deep buried tunnel", J. Appl. Geophys., 116, 247-257. https://doi.org/10.1016/j.jappgeo.2015.03.019.
  13. Li, T.Z. and Yang, X.L. (2018), "Risk assessment model for water and mud inrush in deep and long tunnels based on normal grey cloud clustering method", KSCE J. Civil Eng., 22(5), 1991-2001. https://doi.org/10.1007/s12205-017-0553-6.
  14. Qiu, D.H., Li, S.C., Xue, Y.G. and Qin, S. (2014), "Prediction study of tunnel collapse risk in advance based on efficacy coefficient method and geological forecast", J. Eng. Sci. Technol. Rev., 7(4), 156-162.
  15. Reilly, J.J. (2000), "The management process for complex underground and tunneling projects", Tunn. Undergr. Space Technol., 15(1), 31-44. https://doi.org/10.1016/S0886-7798(00)00026-2.
  16. Sapigni, M., Berti, M., Bethaz, E., Busillo, A. and Cardone, G. (2002), "TBM performance estimation using rock mass classifications", Int. J. Rock Mech. Min. Sci., 39(6), 771-788. https://doi.org/10.1016/S1365-1609(02)00069-2.
  17. 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. Geores. Geotechnol., 37(9), 1119-1129. https://doi.org/10.1080/1064119X.2018.1535635.
  18. Tan, Q., Sun, X.J., Xia, Y.M., Cai, X.H., Zhu, Z.H. and Zhang, J.H. (2017), "A wear prediction model of disc cutter for TBM", J. Cent. South Univ., 48(1), 54-60. https://doi.org/10.11817/j.issn.1672-7207.2017.01.008.
  19. Wang, Y.C., Jing, H.W., Zhang, Q., Wei, L.Y. and Xu, Z.M. (2015), "A normal cloud model-based study of grading prediction of rockburst intensity in deep underground engineering", Rock Soil Mech., 36(4), 1189-1194. https://doi.org/10.16285/j.rsm.2015.04.037.
  20. Xue, Y.G., Li, X., Qiu, D.H., Ma, X.M., Kong, F.M., Qu, C.Q. and Zhao, Y. (2019), "Stability evaluation for the excavation face of shield tunnel across the Yangtze River by multi-factor analysis", Geomech. Eng., 19(3), 283-293. https://doi.org/10.12989/gae.2019.19.3.283.
  21. Xue, Y.G., Zhang, X.L., Li, S.C., Qiu, D.H., Su, M.X., Li, L.P., Li, Z.Q. and Tao, Y.F. (2018), "Analysis of factors influencing tunnel deformation in loess deposits by data mining: A deformation prediction model", Eng. Geol., 232, 94-103. https://doi.org/10.1016/j.enggeo.2017.11.014.
  22. Yagiz, S. (2008), "Utilizing rock mass properties for predicting TBM performance in hard rock condition", Tunn. Undergr. Space Technol., 23(3), 326-339. https://doi.org/10.1016/j.tust.2007.04.011.
  23. Zhang, G.H., Jiao, Y.Y., Chen, L.B., Wang, H. and Li, S.C. (2016), "Analytical model for assessing collapse risk during mountain tunnel construction", Can. Geotech. J., 53(2), 326-342. https://doi.org/10.1139/cgj-2015-0064.