Open Access

Design of underground structures and analysis of self-support capacity

   | Oct 17, 2018

Cite

[1] Stille, H., Holmberg, M., Olsson, L., Andersson, J. (2005): Probability Based Design Methods for Underground Excavations Characterised by Rock - Structural Interaction, Stockholm: SveBeFo; 80 p.Search in Google Scholar

[2] Kiran, K.S., Krishna K.P. (2010): The Use of Self Supporting Capacity of Rock Mass for Sustainable Hydropower: An Analysis of the Middle Marsyangdi, Headrace Tunnel, Nepal. Hydro Nepal, 6, pp. 18-26.Search in Google Scholar

[3] Saurer, E., Marcher, T., John, M. (2013): Decisive design basis and parameters for power plant caverns. World Tunnel Congress 2013, Geneva, pp. 1858-1864.10.1201/b14769-254Search in Google Scholar

[4] Chunsheng, Z., Weijiang, C., Ning, L., Yongsheng, Z., Jing, H. (2011): Laboratory tests and numerical simulations of brittle marble and squeezing schist at Jinping II hydropower station, China. Journal of Rock Mechanics and Geotechnical Engineering, 3(1), pp. 30-38.Search in Google Scholar

[5] Cantieni, L., Anagnostou, G. (2009): The interaction between yielding supports and squeezing ground. Tunnelling and Underground Space Technology, 24(3), pp. 309-322.10.1016/j.tust.2008.10.001Search in Google Scholar

[6] Bahat, D., Rabinovitch, A., Frid, V. (2005): Tensile fracturing in rocks. Springer: Berlin Heidelberg, pp. 183-185.Search in Google Scholar

[7] Germanovich, L.N., Salganik, L., Dyskin, A.V., Lee, K.K. (1994): Mechanisms of brittle fracture of rock with pre-existing cracks in compression. Pure and Applied Geophysics, 143(3), pp. 117-149.10.1007/BF00874326Search in Google Scholar

[8] Vlachopoulos, N., Diederichs, M.S. (2009): Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels. Rock Mechanics and Rock Engineering, 42 (2), pp. 131-146.10.1007/s00603-009-0176-4Search in Google Scholar

[9] Yuanchun, S., Huaijian, L., Zailiang, X., Bo, G. (2012): Analyzing of Reinforcement Effect of Bolt-Grouting in Squeezing Tunnel. 2nd International Conference on Electronic & Mechanical Engineering and Information Technology; Atlantis Press: Paris, France, pp. 586-589.Search in Google Scholar

[10] Yuan-Chun, S., (2010): Research on mechanism and controlling technologies of surrounding rock in squeezing ground[D], Institute of geology and geophysics Chinese academy of sciences, Beijing, China.Search in Google Scholar

[11] Franzius, J.N., Potts, D.M. (2005): Influence of Mesh Geometry on Three-Dimensional Finite-Element Analysis of Tunnel Excavation. International Journal of Geomechanics, 5(3), pp. 256-266.10.1061/(ASCE)1532-3641(2005)5:3(256)Search in Google Scholar

[12] Janin, J.P., Dias, D., Emeriault, F., Kastner, R., Le Bissonnais, H., Guilloux, A. (2015): Numerical back-analysis of the southern Toulon tunnel measurements: A comparison of 3D and 2D approaches. Engineering Geology, 195, pp. 42-52.10.1016/j.enggeo.2015.04.028Search in Google Scholar

[13] Svoboda, T., Masin, D. (2011): Comparison of displacement field predicted by 2D and 3D finite element modelling of shallow NATM tunnels in clays. Geotechnik, 34 (2), pp. 115-126.10.1002/gete.201000009Search in Google Scholar