Acknowledgement
Supported by : Natural Science Foundation Committee, MOST of China
References
- Bennett, P. J., Soga, K., Wassell, I., Fidler, P., Abe, K., Kobayashi, Y. and Vanicek, M. (2010a), "Wireless sensor networks for underground railway applications: Case studies in Prague and London", Smart Struct. Syst., 6(5-6), 619-639. https://doi.org/10.12989/sss.2010.6.5_6.619.
- Bennett, P.J., Kobayashi, Y., Soga, K. and Wright, P. (2010b), "Wireless sensor network for monitoring transport tunnels", Proc. Inst. Civ. Eng. Geotech. Eng., 163, 147-156. DOI:10.1680/geng.2010.163.3.147.
- Bhalla, S., Yang. Y.W., Zhao. J. and Soh, C.K. (2005), "Structural health monitoring of underground facilities - Technological issues and challenges", Tunn. Undergr. Sp. Tech., 20, 487-500. DOI: 10.1016/j.tust.2005.03.003.
- BTS (2004), Tunnel lining design guide, British Tunneling Society Institution of Civil Engineers, London: Thomas Telford.
- Bucher, C.G. and Bourgund, U. (1990), "A fast and efficient response surface approach for structural reliability problems", Struct. Saf., 7, 57-66. DOI:10.1016/0167-4730(90)90012-E.
- Bucher, C. G. and Most, T. (2008), "A comparison of approximate response functions in structural reliability analysis", Probabilist. Eng. Eng. Mech., 23, 154-163. DOI:10.1016/j.probengmech.2007.12.022.
- Chen, J.J., Zhang, W. and Wang, J.H. (2017), "Data Fusion Analysis Method for Assessment on Safety Monitoring Results of Deep Excavations", J. Aerosp. Eng., 30, B4015005. DOI:10.1061/(ASCE)AS.1943-5525.0000593.
- Dolezalov, M. (2001), "Tunnel complex unloaded by a deep excavation", Comput. Geotech., 28, 469-493. DOI:10.1016/s0266-352x(01)00005-2.
- Erazo, K. and Hernandez, E.M. (2016), "Bayesian model-data fusion for mechanistic postearthquake damage assessment of building structures", J. Eng. Mech.., 142, 04016062. DOI:10.1061/(ASCE)EM.1943-7889.0001114.
- Fan, Q.G., Fang, W.M. and Su, X.B. (2002), "Experimental study on the waterproof capability of the hydro-expansive rubber sealing cushion in shield tunnel", Underg. Space., 22, 335-338. (in Chinese) https://doi.org/10.3969/j.issn.1673-0836.2002.04.013
- Frangopol, D.M. (2008), "Probability concepts in engineering:emphasis on applications to civil and environmental engineering", Struct. Infrastruct. Eng., 4, 413-414. DOI:10.1080/15732470802027894.
- GB18173.4 (2010), Code for Polymer Water-proof Materials-Part 4: Rubber Gasket for Shield-Driven Tunnel, Beijing, China (in Chinese).
- GB50157 (2013), Code for design of metro. Beijing: Ministry of Housing and Urban-rural Development of China, Beijing, China (in Chinese).
- Hall, D. L. and Llinas, J. (1998), "An introduction to multi-sensor data fusion", Int. Symp. Circuits Sys., 6-23. DOI:10.1109/ISCAS.1998.705329.
- Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer. B. F. and Yao, J.T.P. (1997), "Structural control: past, present, and future", J. Eng. Mech., 123, 897-971. DOI:10.1061/(ASCE)0733-9399(1997)123:9(897).
- Hu, X., Wang, B. and Ji, H. (2013), "A wireless sensor networkbased structural health monitoring system for highway bridges", Comput. Aided Civil Infrastruct. Eng., 28, 193-209. DOI:10.1111/j.1467-8667.2012.00781.x.
- Huang, H.W., Shao, H., Zhang, D.M. and Wang, F. (2017), "Deformational responses of operated shield tunnel to extreme surcharge: a case study", Struct. Infrastruct. Eng., 13, 345-360. DOI: 10.1080/15732479.2016.1170156.
- Huang, H.W., Xu, R. and Zhang, W. (2013), "Comparative performance test of an inclinometer wireless smart sensor prototype for subway tunnel", Int. J. Architect. Eng. Constr., 2, 25-34. https://doi.org/10.7492/IJAEC.2013.003
- International Tunneling Association (ITA). (2000), "Guidelines for the design of shield of tunnel lining", Tunn. Undergr. Sp. Tech., 15(3), 303-331. DOI: 10.1016/s0886-7798(00)00058-4.
- Kalman, R.E. (1960), "A new approach to linear filtering and prediction problems", J. Basic Eng. Trans., 82, 35-45. DOI:10.1115/1.3662552.
- Liu, J.F., Wang, H.F, Ge, Y. and Huang, J.L. (2013), "Application of multi-source information fusion technology in the construction of a secure and emergent transportation platform", ICTIS 2013, 237-243.
- Li, X.Y., Zhang, L.M. and Jiang, S.H. (2016a), "Updating performance of high rock slopes by combining incremental time-series monitoring data and three-dimensional numerical analysis", Int. J. Rock Mech. Min. Sci., 83, 252-261. DOI:10.1016/j.ijrmms.2014.09.011.
- Li, X.Y., Zhang, L.M., Jiang, S.H., Li, D.Q. and Zhou, C.B. (2016b), "Assessment of slope stability in the monitoring parameter space", J. Geotech. Geoenviron. Eng., 142, 04016029. DOI: 10.1061/(ASCE)GT.1943-5606.0001490.
- Liao, S.M., Peng, F.L. and Shen, S.L. (2008), "Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction", Tunn. Undergr. Sp. Tech., 23, 421-430. DOI: 10.1016/j.tust.2007.07.001.
- Liu, X., Bai, Y., Yuan, Y. and Mang, H.A. (2016), "Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings", Struct. Infrastruct. Eng., 12, 1-16. DOI: 10.1080/15732479.2015.1117115.
- Mair, R.J. (2008), "Tunnelling and geotechnics: new horizons", Geotech., 58, 695-736. DOI: 10.1680/geot.2008.58.9.695.
- Mohamad, H., Soga, K., Bennett, P.J., Mair, R. J. and Lim, C.S. (2012), "Monitoring twin tunnel interaction using distributed optical fiber strain measurements", J. Geotech. Geoenviron. Eng., 138, 957-967. DOI: 10.1061/(ASCE)GT.1943-5606.0000656.
- Ou, J.P. (2003), "Some recent advances of structural health monitoring systems for civil infrastructure in mainland China", P. Int. Conf. Struct. Health Moni. Intell. Infrastruct., Tokyo, Japan, 131-144. DOI: 10.1117/12.634044.
- Peng, M., Li, X.Y., Li, D.Q., Jiang, S.H. and Zhang, L.M. (2014), "Slope safety evaluation by integrating multi-source monitoring information", Struct. Saf., 49, 65-74. DOI:10.1016/j.strusafe.2013.08.007.
- Pinto, F. and Whittle, A.J. (2014), "Ground movements due to shallow tunnels in soft ground. I: analytical solutions", J. Geotech. Geoenviron. Eng., 140, 04013040. DOI:10.1061/(ASCE)GT.1943-5606.0000948.
- Rajashekhar, M.R. and Ellingwood, B.R. (1993), "A new look at the response surface approach for reliability analysis", Struct. Saf., 12, 205-220. DOI:10.1016/0167-4730(93)90003-J.
- Santos, F.L., Jesus, V.A.M.D. and Valente, D.S.M. (2012), "Modeling of soil penetration resistance using statistical analyses and artificial neural networks", Acta Sci.-Agron., 34, 219-224. DOI:10.4025/actasciagron.v34i2.11627.
- Sharma, J.S., Hefny, A.M., Zhao, J. and Chan, C.W. (2001), "Effect of large excavation on deformation of adjacent MRT tunnels", Tunn. Undergr. Space Technol. Incor. Trenchless Tech. Res., 16, 93-98. DOI: 10.1016/S0886-7798(01)00033-5.
- Sun, J., Zhang, J. and Wang, X. (2012), "Multi-sensor data fusion and target location in pipeline monitoring and a pre-warning system based on multi-seismic sensors", ICPTT., Wuhan, China, 961-974. DOI: 10.1061/9780784412619.099.
- Torbol, M., Gomez, H. and Feng, M. (2013), "Fragility analysis of highway bridges based on long-term monitoring data", Comput. Aided Civil Infrastruct. Eng., 28, 178-192. DOI: 10.1111/j.1467-8667.2012.00805.x.
- Waltz, E. and Llinas, J. (1990), Multi. data fus., Artech house, Boston, USA.
- Wang, F., Huang, H.W., He, B., Wu. Y., Shao. H. and Wu. H.M. (2016), "Wireless sensing on shield tunnels in Shanghai"; P. Int. Conf. Smart Infrastruct. Cons., Cambridge, United Kingdom, June.
- Wang, F., Ling, X., Xun, X. and Feng, Z. (2014), "Structural stiffness identification based on the extended kalman filter research", Abs. Appl. Ana., 1-8. DOI: 10.1155/2014/103102.
- Welch, G. and Bishop, G. (2001), "An introduction to the kalman filter", University of North Carolina at Chapel Hill. DOI:10.1145/800233.807054.
- Xie, X., Zhang, D. and Huang, H. (2018), "Data analysis of shield tunnel deformation from real-time monitoring with wireless sensing network", P. Int. Conf. Tunn. Undergr. Space Technol., Shanghai, China, May. DOI: 10.1007/978-981-13-0017-2_40.
- Yang, Y., Xu, J. and Soh, C.K. (2005), "Generic impedance-based model for structure-piezoceramic interacting system", J. Aerospace Eng., 18, 93-101. DOI: 10.1061/(asce)0893-1321(2005)18:2(93).
- Ye, X.W., Ni, Y.Q., Wai, T.T., Wong, K.Y., Zhang, X.M. and Xu, F. (2013), "A vision-based system for dynamic displacement measurement of long-span bridges: algorithm and verification", Smart Struct. Syst, 12(3-4), 363-379. https://doi.org/10.12989/sss.2013.12.3_4.363.
- Ye, X.W., Yi, T.H., Wen, C. and Su, Y.H. (2015), "Reliabilitybased assessment of steel bridge deck using a mesh-insensitive structural stress method", Smart. Struct. Syst., 16(2), 367-382. https://doi.org/10.12989/sss.2015.16.2.367.
- Ye, X.W., Dong, C.Z. and Liu, T. (2016), "Image-based structural dynamic displacement measurement using different multi-object tracking algorithms", Smart Struct. Syst., 17(6), 935-956. https://doi.org/10.12989/sss.2016.17.6.935.
- Zhang, D. M., (2015), "Performance-based design and its resilience analysis of underground structure in multi-layered ground", Ph.D. Dissertation, Tongji University, Shanghai. (in Chinese).