Acknowledgement
Supported by : CRSRI, National Natural Science Foundations of China
References
- Barla, M. and Bzowka, J. (2013), "Comparing numerical alternatives to model jet grouting in tunnels", Elec. J. Geotech. Eng., 18, 2997-3008.
- Chen, G.Q, Li, T.B., Zhang, G.F., Yin, H.Y. and Zhang, H. (2014). "Temperature effect of rock burst for hard rock in deep-buried tunnel", Nat. Hazards, 72(2), 915-926. https://doi.org/10.1007/s11069-014-1042-6
- Chen, G.Q., Li, T.B., Gao, M.B., Chen, Z.Q. and Xiang, T.B. (2013), "Deformation warning and dynamic control of dangerous disaster for large underground caverns", Disaster Adv., 6(s1), 422-430.
- Gioda, G. and Locatelli, L. (1999), "Back analysis of the measurements performed during the excavation of a shallow tunnel in sand", J. Numer. Anal. Meth. Geomech., 23(13), 1407-1425. https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1407::AID-NAG934>3.0.CO;2-Q
- Han, W., Liu, S., Zhang, D., and Du, G. (2012), "Field behavior of jet grouting pile under vacuum preloading of soft soils with deep sand layer", Proceedings of the GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, Oakland, California, U.S.A., March
- Ho, C.E. (2011), "Evaluation of jet grout formation in soft clay for tunnel excavation", Proceedings of the Geo-Frontiers 2011: Advances in Geotechnical Engineering, Dallas, Texas, U.S.A., March.
- Hong, Y., Ng, C.W.W. and Wang, L.Z. (2014), "Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift", Can. Geotech. J., 52(5), 599-608 https://doi.org/10.1139/cgj-2013-0343
- Hong, Y., Soomro, M.A., Ng, C.W.W., Wang, L.Z., Yan, J.J. and Li, B. (2015), "Tunnelling under pile groups and rafts: Numerical parametric study on tension effects", Comput. Geotech., 68, 54-65. https://doi.org/10.1016/j.compgeo.2015.02.014
- Li, Y.L, Sun, Y.T., Li, B. and Xu, Z.G. (2017), "Penalty functionbased method for obtaining a reliability indicator of gravity dam stability", Comput. Geotech., 81, 19-25. https://doi.org/10.1016/j.compgeo.2016.07.003
- Mazek, S.A. (2014), "Evaluation of surface displacement equation due to tunnelling in cohesionless soil", Geomech. Eng., 7(1), 55-73. https://doi.org/10.12989/gae.2014.7.1.055
- Miranda, T., Dias, D., Pinheiro, M. and Eclaircy-Caudron, S. (2015), "Methodology for real-time adaptation of tunnels support using the observational method", Geomech. Eng., 8(2), 153-171. https://doi.org/10.12989/gae.2015.8.2.153
- Oke, J., Vlachopoulos, N. and Marinos, V. (2014), "Umbrella arch nomenclature and selection methodology for temporary support systems for the design and construction of tunnels", Geotech. Geol. Eng., 32(1), 97-130. https://doi.org/10.1007/s10706-013-9697-4
- Shen, S.L. and Xu, Y.S. (2011), "Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai", Can. Geotech. J., 48(9), 1378-1392. https://doi.org/10.1139/t11-049
- Wang, Z., Wong, R.C.K. and Heinz, H. (2010), "Assessment of long-term behaviour of a shallow tunnel in clay till", Geomech. Eng., 2(2), 107-123. https://doi.org/10.12989/gae.2010.2.2.107
- Wu, Y.D., Diao, H.G., Ng, C.W., Liu, J. and Zeng, C.C. (2016), "Investigation of ground heave due to jet grouting in soft clay", J. Perform. Constr. Fac., 30(6), 06016003. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000910
- Yang, X.L. and Yan, R.M. (2015), "Collapse mechanism for deep tunnel subjected to seepage force in layered soils", Geomech. Eng., 8(5), 741-756. https://doi.org/10.12989/gae.2015.8.5.741
- Yanlong, L., Shouyi, L., Yang, Y. and Xing, T. (2015), "Temperature stress and surface insulation measures of concrete face slabs during cold wave period", J. Civ. Eng., 13(4), 501-507.
- Yasitli, N.E. (2013), "Numerical modeling of surface settlements at the transition zone excavated by New Austrian Tunneling Method and Umbrella Arch Method in weak rock", Arab. J. Geosci., 6(7), 2699-2708. https://doi.org/10.1007/s12517-012-0530-9
- Yuan, Y.C., Li, S.C., Zhang, Q.Y., Li, L.P., Shi, S.S. and Zhou, Z.Q. (2016), "Risk assessment of water inrush in karst tunnels based on a modified grey evaluation model: Sample as Shangjiawan Tunnel", Geomech. Eng., 11(4), 493-513. https://doi.org/10.12989/gae.2016.11.4.493