Acknowledgement
Supported by : Korea Agency for Infrastructure Technology Advancement
References
- Anagnostou, G. (1995), "The influence of tunnel excavation on the hydraulic head", J. Numer. Anal. Meth. Geomech., 19(10), 725-746. https://doi.org/10.1002/nag.1610191005
- Ata, A.A. (1996), "Ground settlements induced by slurry shield tunnelling in stratified soils", Proceedings of the International Conference on North American Tunnelling '96, Washington, D.C., U.S.A., April.
- Au, S.K.A., Soga, K., Jafari, M.R., Bolton, M.D. and Komiya, K. (2003), "Factors affecting longterm efficiency of compensation grouting in clays", J. Geotech. Geoenviron. Eng., 129(3), 254-262. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:3(254)
- Bauer, E. (1996), "Calibration of a comprehensive hypoplastic model for granular materials", Soil. Found., 36(1), 13-26. https://doi.org/10.3208/sandf.36.13
- Ding, Z., Wei, X.J. and Wei, G. (2017), "Prediction methods on tunnel-excavation induced surface settlement around adjacent building", Geomech. Eng., 12(2), 185-195. https://doi.org/10.12989/gae.2017.12.2.185
- Herle, I. and Gudehus, G. (1999), "Determinatioin of parameters of a hypoplastic constitutive model from properties of grain assemblies", Mech. Cohes-Frict. Mater., 4(5), 461-486. https://doi.org/10.1002/(SICI)1099-1484(199909)4:5<461::AID-CFM71>3.0.CO;2-P
- Herle, I. and Kolymbas, D. (2004), "Hypoplasticity for soils with low friction angles", Comput. Geotech., 31(5), 365-373. https://doi.org/10.1016/j.compgeo.2004.04.002
- Hyun, K.C., Min, S., Choi, H., Park, J. and Lee, I.M. (2015) "Risk analysis using fault-tree analysis (FTA) and analytic hierarchy process (AHP) applicable to shield TBM tunnels", Tunn. Undergr. Sp. Technol., 49, 121-129 https://doi.org/10.1016/j.tust.2015.04.007
- Jun, G.C. and Kim, D.H. (2015), "A interaction on the estimating shield TBM tunnel face pressure through analytical and numerical analysis", J. Kor. Tunn. Undergr. Sp. Assoc., 17(3), 306-317.
- Kasper, T. (2004) "Finite Element Simulation maschineller Tunnelvortriebe in wassergesattigtem Lockergestein", Ph.D. Dissertation, Ruhr University Bochum, Bochum, Germany.
- Lee, G.T.K. and Ng, C.W.W. (2002), "Three-dimensional analysis of ground settlements due to tunnelling: role of K0 and stiffness anisotropy" Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Toulouse, France, October.
- Lewis, R.W. and Schrefler, B.A. (2000), The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media, John Wiley & Sons.
- Nawel, B. and Salah, M. (2015), "Numerical modeling of two parallel tunnels interaction using three-dimensional Finite Elements Method", Geomech. Eng., 9(6), 775-791. https://doi.org/10.12989/gae.2015.9.6.775
- Oh, J.Y. and Ziegler, M. (2013) "Influence of tail void grouting on the surface settlements during shield tunneling", Proceedings of the International Symposium on Tunneling and Underground Space Construction for Sustainable Development, Korea, Seoul, Korea, March.
- Park, H., Oh, J.Y., Chang, S. and Lee, S. (2016), "Case study of volume loss estimation during slurry TBM tunnelling in weathered zone of granite rock", J. Kor. Tunn. Undergr. Sp. Assoc., 18(1), 61-74 https://doi.org/10.9711/KTAJ.2016.18.1.061
- Swoboda, G. and Abu-Krisha, A. (1999), "Three-dimensional numerical modelling for TBM tunnelling in consolidated clay", Tunn. Undergr. Sp. Technol., 14(3), 327-333. https://doi.org/10.1016/S0886-7798(99)00047-4
- von Wolffersdorff, P.A. (1996), "Hypoplastic relation for granular material with a predefined limit state surface", Mech. Cohes-Frict. Mater., 1(3), 251-271. https://doi.org/10.1002/(SICI)1099-1484(199607)1:3<251::AID-CFM13>3.0.CO;2-3
- Ward, W.H. and Pender, M.J. (1981), "Tunnelling in soft ground-General report", Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June.
- Zheng, G., Du, Y., Cheng, X., Diao, Y., Deng, X. and Wang, F. (2017), "Characteristics and prediction methods for tunnel deformations induced by excavations", Geomech. Eng., 12(3), 361-397. https://doi.org/10.12989/gae.2017.12.3.361
Cited by
- Ground Settlement of High-Permeability Sand Layer Induced by Shield Tunneling: A Case Study under the Guidance of DBN vol.2020, pp.None, 2018, https://doi.org/10.1155/2020/6617468
- 개별요소법과 유한차분법 연계 해석을 이용한 EPB TBM 굴진해석 Part I : 모델링 vol.30, pp.5, 2018, https://doi.org/10.7474/tus.2020.30.5.484
- 개별요소법과 유한차분법 연계 해석을 이용한 EPB TBM 굴진해석 Part II: 매개변수 해석 vol.30, pp.5, 2020, https://doi.org/10.7474/tus.2020.30.5.496
- Numerical Simulation of EPB Shield Tunnelling with TBM Operational Condition Control Using Coupled DEM-FDM vol.11, pp.6, 2018, https://doi.org/10.3390/app11062551
- Three-dimensional finite element analysis of urban rock tunnel under static loading condition: Effect of the rock weathering vol.25, pp.2, 2018, https://doi.org/10.12989/gae.2021.25.2.099