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PERMANENT SUPPORT DESIGN FOR AN EXISTING DRAINAGE TUNNEL AT ELI MINE IN TURKEY (2007)

This paper presents the only results of permanent support design for marl rock unit. Numerical modeling with a 2D finite element package was employed to simulate different loading conditions, including the surcharge load due to the mine waste expected to be applied on the surface over the tunnel in future
Reference:
16th International Symposium on Mine Planning and Equipment Selection 2007, December 11-13, 2007 Bangkok, Thailand
Organization:
Middle East Technical University, Turkey
Turkey
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