Data Fusion–Based Dynamic Diagnosis for Structural Defects of Shield Tunnel
Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7, Issue 2
Abstract
A shield tunnel may suffer various structural defects during its operational period. Different factors can contribute to defects on site, such as cracks, spalling, leakage, or offset, and a rational understanding of the failure path as a function of these defects is not clear at present. This paper aims to identify the cause of defects in shield tunnels using a new data fusion–based dynamic diagnosis. A literature review indicated that three main causes are abnormal load, installation error, and structure decay. These factors were taken into consideration in the proposed method. Both continuous and discrete Bayesian networks were constructed to integrate different types of data and to develop a reliable explanation for the occurrence of the tunnel defects. With in situ real-time monitoring data, the probability distributions for tunnel deformation and internal force were calculated using a continuous Bayesian network. A dynamic diagnosis of the defects was done by updating the monitoring data nodes and defect information in a discrete Bayesian network. A case study of the diagnosis of defects illustrated the method. Tunnel defect occurrence and the effects of multiple defects and changes in monitoring data had different influences on the diagnostic result. Based on the case study, it was concluded that the data fusion diagnosis method provides an efficient method for engineers to find and quantify the main causes of tunnel defects.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This study is substantially supported by the Natural Science Foundation Committee Program (Nos. 51978516, 52022070), the Shanghai Science and Technology Committee Program (No. 18DZ1201200) and the Consulting Project of Shanghai Tunnel Engineering Co., Ltd. (STEC/KJB/XMGL/0090). The authors are grateful to these programs.
References
Bleiholder, J., and F. Naumann. 2009. “Data fusion.” ACM Comput. Surv. 41 (1): 1–41. https://doi.org/10.1145/1456650.1456651.
Bucher, C. G., and U. Bourgund. 1990. “A fast and efficient response surface approach for structural reliability problems.” Struct. Saf. 7 (1): 57–66. https://doi.org/10.1016/0167-4730(90)90012-E.
Chang, C.-T., C.-W. Sun, S. W. Duann, and R. N. Hwang. 2001. “Response of a Taipei rapid transit system (TRTS) tunnel to adjacent excavation.” Tunnelling Underground Space Technol. 16 (3): 151–158. https://doi.org/10.1016/S0886-7798(01)00049-9.
Chinese Standard. 2010. Code for design of concrete structures. [In Chinese.] GB50010-2010. Beijing: Chinese Standard.
Chinese Standard. 2010. Polymer water-proof materials—Part 4: Rubber gasket for shield-driven tunnel. [In Chinese.] GB18173.4-2010. Beijing: Chinese Standard.
Duddeck, H., and J. Erdmann. 1982. “Structural design models for tunnels.” In Proc., Tunnelling 82. Int. Symp., 83–91. London: Institution of Mining and Metallurgy.
Dumstorff, P., and G. Meschke. 2010. “Crack propagation criteria in the framework of X-FEM-based structural analyses.” Int. J. Numer. Anal. Methods Geomech. 31 (2): 239–259. https://doi.org/10.1002/nag.560.
Fan, Q. G., W. M. Fang, and X. B. Su. 2002. “Experimental study on the waterproof capability of the hydro-expansive rubber sealing cushion in shield tunnel.” [In Chinese.] Underground Space 22: 335–338.
Huang, H., H. Shao, D. Zhang, and F. Wang. 2016. “Deformational responses of operated shield tunnel to extreme surcharge: A case study.” Struct. Infrastruct. Eng. 13 (3): 1–16.
Huang, H., R. Xu, and W. Zhang. 2013. “Comparative performance test of an inclinometer wireless smart sensor prototype for subway tunnel.” Int. J. Archit. Eng. Constr. 2 (1): 25–34. https://doi.org/10.7492/IJAEC.2013.003.
Ikuma, M. 2005. “Maintenance of the undersea section of the Seikan Tunnel.” Tunnelling Underground Space Technol. 20 (2): 143–149. https://doi.org/10.1016/j.tust.2003.10.001.
Jensen, F. V. 2007. Bayesian networks and decision graphs. New York: Springer.
Lee, J. S., I.-Y. Choi, H.-U. Lee, and H.-H. Lee. 2005. “Damage identification of a tunnel liner based on deformation data.” Tunnelling Underground Space Technol. 20 (1): 73–80. https://doi.org/10.1016/j.tust.2004.05.005.
Lee, K. M., X. Y. Hou, X. W. Ge, and Y. Tang. 2001. “An analytical solution for a jointed shield-driven tunnel lining.” Int. J. Numer. Anal. Methods Geomech. 25 (4): 365–390. https://doi.org/10.1002/nag.134.
Lee, W. F., and K. Ishihara. 2010. “Forensic diagnosis of a shield tunnel failure.” Eng. Struct. 32 (7): 1830–1837. https://doi.org/10.1016/j.engstruct.2010.03.012.
Li, X., X. Lin, H. Zhu, X. Wang, and Z. Liu. 2017. “Condition assessment of shield tunnel using a new indicator: The tunnel serviceability index.” Tunnelling Underground Space Technol. 67: 98–106. https://doi.org/10.1016/j.tust.2017.05.007.
Li, X. Y., L. M. Zhang, S. H. Jiang, D. Q. Li, and C. B. Zhou. 2016. “Assessment of slope stability in the monitoring parameter space.” J. Geotech. Geoenviron. Eng. 142 (7): 04016029.
Liu, X., Y. Bai, Y. Yuan, and H. A. Mang. 2016. “Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings.” Struct. Infrastruct. Eng. 12 (10): 1364–1379.
Lu, W., J. Teng, C. Li, and Y. Cui. 2017. “Reconstruction to sensor measurements based on a correlation model of monitoring data.” Appl. Sci. 7 (3): 243. https://doi.org/10.3390/app7030243.
Metropolis, N., A. W. Rosenbluth, M. N. Rosenbluth, and A. H. Teller. 1953. “Equation of state calculations by fast computing machines.” J. Chem. Phys. 21 (6): 1087–1092. https://doi.org/10.1063/1.1699114.
Milisavljevic, N. 2004. “Sensor and data fusion.” J. Intell. Rob. Syst. 1 (1): 103–116.
Ooi, E. T., and Z. J. Yang. 2009 “Modelling multiple cohesive crack propagation using a finite element–scaled boundary finite element coupled method.” Eng. Anal. Bound. Elem. 33 (7): 915–929. https://doi.org/10.1016/j.enganabound.2009.01.006.
Peng, M., X. Y. Li, D. Q. Li, S. H. Jiang, and L. M. Zhang. 2014. “Slope safety evaluation by integrating multi-source monitoring information.” Struct. Saf. 49: 65–74. https://doi.org/10.1016/j.strusafe.2013.08.007.
Peng, M., and L. M. Zhang. 2012. “Analysis of human risks due to dam-break floods—Part 1: A new model based on Bayesian networks.” Nat. Hazards 64: 903–933. https://doi.org/10.1007/s11069-012-0275-5.
Rajashekhar, M. R., and B. R. Ellingwood. 1993. “A new look at the response surface approach for reliability analysis.” Struct. Saf. 12: 205–220. https://doi.org/10.1016/0167-4730(93)90003-J.
Sharma, J. S., A. M. Hefny, J. Zhao, and C. W. Chan. 2001. “Effect of large excavation on deformation of adjacent MRT tunnels.” Tunnelling Underground Space Technol. 16 (2): 93–98. https://doi.org/10.1016/S0886-7798(01)00033-5.
Shi, P., and P. Li. 2015. “Mechanism of soft ground tunnel defect generation and functional degradation.” Tunnelling Underground Space Technol. Incorporating Trenchless Technol. Res. 50: 334–344. https://doi.org/10.1016/j.tust.2015.08.002.
Sousa, R. L., and H. H. Einsein. 2012. “Risk analysis during tunnel construction using Bayesian networks: Porto Metro case study.” Tunnelling Underground Space Technol. 27 (1): 86–100. https://doi.org/10.1016/j.tust.2011.07.003.
Straub, D., and A. Der Kiureghian. 2010. “Bayesian network enhanced with structural reliability methods: Methodology.” J. Eng. Mech. 136 (10): 1248–1258. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000173.
Varshney, P. K. 1997. Distributed detection and data fusion. New York: Springer.
Wang, F., H. W. Huang, B. He, Y. Wu, H. Shao, and H. M. Wu. 2016a. “Wireless sensing on shield tunnels in Shanghai.” In Proc., Int. Conf. on Smart Infrastructure and Construction, 191–196. London: ICE Publishing.
Wang, F., Z. M. Xue, and H. W. Huang. 2016b. “The field application of inclinometers for deformation sensing in metro shield tunnel.” In Proc., 6th Asian-Pacific Symp. on Structural Reliability and its Applications, 188–193. Shanghai, China: Tongji Univ. Press.
Wei, G., X. H. Zhang, X. B. Lin, and X. X. Hua. 2020. “Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation.” [In Chinese.] Rock Soil Mech. 41 (2): 635–644.
Yan, Z. G., W. Q. Ding, B. W. Shen, and Y. C. Peng. 2011. “Structural model for radial joints of water-conveyance shield tunnels.” [In Chinese.] Chin. J. Geotech. Eng. 33 (8): 1185–1191.
Yuan, Y., Y. Bai, and J. Liu. 2012. “Assessment service state of tunnel structure.” Tunnelling Underground Space Technol. Incorporating Trenchless Technol. Res. 27 (1): 72–85. https://doi.org/10.1016/j.tust.2011.07.002.
Zhang, J., W. H. Tang, L. M. Zhang, and H. W. Huang. 2012. “Characterising geotechnical model uncertainty by hybrid Markov Chain Monte Carlo simulation.” Comput. Geotech. 43: 26–36. https://doi.org/10.1016/j.compgeo.2012.02.002.
Zhang, J., L. M. Zhang, and W. H. Tang. 2009. “Bayesian framework for characterizing geotechnical model uncertainty.” J. Geotech. Geoenviron. Eng. 135 (7): 932–940. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000018.
Zhang, L., X. Li, D. Li, and C. Zhou. 2015. “Interactive evaluation of the reliability of engineered slopes utilising multi-source monitoring information.” Geotech. Saf. Risk V: 36–49.
Zhang, L., X. Wu, Y. Qin, M. J. Skibniewski, and W. Liu. 2016. “Towards a fuzzy Bayesian network based approach for safety risk analysis of tunnel-induced pipeline damage.” Risk Anal. 36 (2): 278–301. https://doi.org/10.1111/risa.12448.
Zhang, L. M., Y. Xu, J. S. Jia, and C. Zhao. 2011. “Diagnosis of embankment dam distresses using Bayesian networks. Part I. Global-level characteristics based on a dam distress database.” Can. Geotech. J. 48: 1630–1644. https://doi.org/10.1139/t11-069.
Zhang, X., and T. Q. Bui. 2015 “A fictitious crack XFEM with two new solution algorithms for cohesive crack growth modeling in concrete structures.” Eng. Comput. 32 (2): 473–497. https://doi.org/10.1108/EC-08-2013-0203.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Oct 12, 2020
Accepted: Dec 30, 2020
Published online: Mar 10, 2021
Published in print: Jun 1, 2021
Discussion open until: Aug 10, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.