Affiliation:
1. Salini Impregilo S.p.A. Via dei Missaglia, 97 - 20142 Milano, Milano , Italy
Abstract
Abstract
The complicated rock structures and the stability of surrounding rocks of the underground powerhouse are key ground mechanical challenges for hydropower projects. In this paper, an example of contributing self-support capacity of rock mass to evaluate optimised support for long-term usage of structure is given. It describes importance of investigations in the initial in situ stress distribution, rock mechanical and geological properties, engineering rock mass classifications by different methods, numerical modelling, comparison of tools for stability and support analysis and proper stability control for rock excavation and support. The results show that after underground excavations in hard rock, detailed analysis of measures to investigate deformation and self-supporting capacity creation is useful and a cost-saving procedure.
Subject
Electrical and Electronic Engineering,Atomic and Molecular Physics, and Optics
Reference13 articles.
1. [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.
2. [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.
3. [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/b14769-254
4. [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.
5. [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.2008.10.001
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