DOI QR코드

DOI QR Code

Collapse risk evaluation method on Bayesian network prediction model and engineering application

  • WANG, Jing (Research Center of Geotechnical and Structural Engineering, Shandong University) ;
  • LI, Shucai (Research Center of Geotechnical and Structural Engineering, Shandong University) ;
  • LI, Liping (Research Center of Geotechnical and Structural Engineering, Shandong University) ;
  • SHI, Shaoshuai (Research Center of Geotechnical and Structural Engineering, Shandong University) ;
  • XU, Zhenhao (Research Center of Geotechnical and Structural Engineering, Shandong University) ;
  • LIN, Peng (Research Center of Geotechnical and Structural Engineering, Shandong University)
  • Received : 2016.10.12
  • Accepted : 2017.01.10
  • Published : 2017.04.25

Abstract

Collapse was one of the typical common geological hazards during the construction of tunnels. The risk assessment of collapse was an effective way to ensure the safety of tunnels. We established a prediction model of collapse based on Bayesian Network. 76 large or medium collapses in China were analyzed. The variable set and range of the model were determined according to the statistics. A collapse prediction software was developed and its veracity was also evaluated. At last the software was used to predict tunnel collapses. It effectively evaded the disaster. Establishing the platform can be subsequent perfect. The platform can also be applied to the risk assessment of other tunnel engineering.

Keywords

References

  1. Alimoradi, A., Moradzadeh, A. and Naderi, R. (2008), "Prediction of geological hazardous zones in front of a tunnel face using TSP-203 and artificial neural networks", Tunnel. Undergr. Space Technol., 23(6), 711-717. https://doi.org/10.1016/j.tust.2008.01.001
  2. Aydin, A. (2004), "Fuzzy set approaches to classification of rock masses", Eng. Geol., 74(3), 227-245. https://doi.org/10.1016/j.enggeo.2004.03.011
  3. Brown, E.T. (2012), "Risk assessment and management in underground rock engineering-an overview", J. Rock Mech. Geotech. Eng., 4(3), 193-204. https://doi.org/10.3724/SP.J.1235.2012.00193
  4. Bukowski, P. (2011), "Water hazard assessment in active shafts in upper silesian coal basin mines", Mine Wat. Environ., 30(4), 302-311. https://doi.org/10.1007/s10230-011-0148-2
  5. Chen, Q.N., Zhao, M.H., Zhou, G.H., Huang, S.P. and Zhou, Y.L. (2009), "Cause analysis of complex layered rock tunnel collapse and information construction technology after consolidation", Rock Soil Mech., 30(3), 650-653.
  6. El Tani, M. (2003), "Circular tunnel in a semi-infinite aquifer", Tunnel. Undergr. Space Technol., 18(1), 49-55. https://doi.org/10.1016/S0886-7798(02)00102-5
  7. Farghaly, A.A. (2016), "Seismic assessment of slender high rise buildings with different shear walls configurations", Adv. Comput. Des., 1(3), 221-234. https://doi.org/10.12989/ACD.2016.1.3.221
  8. Kong, W.K. (2011), "Water ingress assessment for rock tunnels, a tool for risk planning", Rock Mech. Rock Eng., 44(6), 755-765. https://doi.org/10.1007/s00603-011-0163-4
  9. Li, Z. (2009), "Statistics of tunnel collapse accidents and its assessment based on case reasoning", J. Rail. Sci. Eng., 6(4), 54-58.
  10. Meng, Z.P., Li, G.Q. and Xie, X.T. (2012), "A geological assessment method of floor water inrush risk and its application", Eng. Geol., 143, 51-60.
  11. Panigrahi, S.K. and Das, K. (2016), "Ballistic impact analyses of triangular corrugated plates filled with foam core", Adv. Comput. Des., 1(2), 139-154. https://doi.org/10.12989/ACD.2016.1.2.139
  12. Qian, Q. and Rong, X. (2008), "State issues and relevant recommendations for security risk management of China's underground engineering", Chin. J. Rock Mech. Eng., 27(4), 649-655.
  13. Qin, X.H., Liu, L. and Zhang, Y. (2005), "A traffic accident prediction method based on bayesian network model", Comput. Simul., 22(11), 230-232.
  14. Tucker, A. and Liu, X. (2004), "A bayesian network approach to explaining time series with changing structure", Intell. Data Anal., 8(5), 469-480.
  15. Tzamos, S.A.I. (2006), "Extending the Q system's prediction of support in tunnels employing fuzzy logic and extra parameters", J. Rock Mech. Min. Sci., 43(3), 938-949. https://doi.org/10.1016/j.ijrmms.2006.02.002
  16. Varughese, J.A. and Nikithan, S. (2016), "Seismic behavior of concrete gravity dams", Adv. Comput. Des., 1(2), 195-206. https://doi.org/10.12989/acd.2016.1.2.195
  17. Wang, H.L., Li, N. and Wang, H. (2010), "Risk assessment and control measures of collapse for tunnel construction", J. Traff. Trans. Eng., 10(4), 34-38.
  18. Yin, M.S. (2013), "Fifteen years of grey system theory research: A historical review and bibliometric analysis", Exp. Syst. Appl., 40(7), 2767-2775. https://doi.org/10.1016/j.eswa.2012.11.002
  19. Zhou, Z., Li, S. and Li, L. (2013), "Attribute recognition model of fatalness assessment of water inrush in karst tunnels and its application", Rock Soil Mech., 34(3), 818-826.