S-I model of horizontal jet grouting reinforcement for soft soil |
Zhang, Ning
(Institute of Hydroelectric and Geotechnical Engineering, North China Electric Power University)
Li, Zhongyin (Beijing Sany Heavy Machinery Co., Ltd) Ma, Qingsong (Beijing Sany Heavy Machinery Co., Ltd) Ma, Tianchi (Shandong Provincial Key Laboratory of Ocean Engineering) Niu, Xiaodong (Shandong Provincial Key Laboratory of Ocean Engineering) Liu, Xixi (Shandong Provincial Key Laboratory of Ocean Engineering) Feng, Tao (Shandong Provincial Key Laboratory of Ocean Engineering) |
1 | 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. DOI |
2 | 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. DOI |
3 | 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. DOI |
4 | 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. |
5 | 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. DOI |
6 | 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. DOI |
7 | Barla, M. and Bzowka, J. (2013), "Comparing numerical alternatives to model jet grouting in tunnels", Elec. J. Geotech. Eng., 18, 2997-3008. |
8 | 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. DOI |
9 | 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. DOI |
10 | 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. |
11 | 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 |
12 | 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. |
13 | 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 DOI |
14 | 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. DOI |
15 | 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. DOI |
16 | Mazek, S.A. (2014), "Evaluation of surface displacement equation due to tunnelling in cohesionless soil", Geomech. Eng., 7(1), 55-73. DOI |
17 | 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. DOI |
18 | 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. DOI |
19 | 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. DOI |