Daniele Peila, Claudia Guardini, and Sebastiano Pelizza, Geomechanical design of a room and rib pillar granite mine, J. Univ. Sci. Technol. Beijing, 15(2008), No. 2, pp. 97-103. https://doi.org/10.1016/S1005-8850(08)60020-1
Cite this article as:
Daniele Peila, Claudia Guardini, and Sebastiano Pelizza, Geomechanical design of a room and rib pillar granite mine, J. Univ. Sci. Technol. Beijing, 15(2008), No. 2, pp. 97-103. https://doi.org/10.1016/S1005-8850(08)60020-1
Daniele Peila, Claudia Guardini, and Sebastiano Pelizza, Geomechanical design of a room and rib pillar granite mine, J. Univ. Sci. Technol. Beijing, 15(2008), No. 2, pp. 97-103. https://doi.org/10.1016/S1005-8850(08)60020-1
Citation:
Daniele Peila, Claudia Guardini, and Sebastiano Pelizza, Geomechanical design of a room and rib pillar granite mine, J. Univ. Sci. Technol. Beijing, 15(2008), No. 2, pp. 97-103. https://doi.org/10.1016/S1005-8850(08)60020-1
The geomechanical and stability design of an underground granite mine located in Canal San Bovo (Trento district, Northeastern Italy) was described. The exploitation of the granite, which is used in the ceramic industry, was carried out by the rooms and rib pillars method. The rooms are 12 m wide while the pillars are 11 m wide and they cross the main discontinuity set of the rock mass in the perpendicular direction. To verify the stability condition of an underground mine, it is necessary to carry out the calculations that are able to check both the local and global stability of the rock mass. In the studied example, this approach has been applied with the development of analytical and numerical parametric analyses and it has permitted to get the best orientation and to design the size of rooms and pillars.
The geomechanical and stability design of an underground granite mine located in Canal San Bovo (Trento district, Northeastern Italy) was described. The exploitation of the granite, which is used in the ceramic industry, was carried out by the rooms and rib pillars method. The rooms are 12 m wide while the pillars are 11 m wide and they cross the main discontinuity set of the rock mass in the perpendicular direction. To verify the stability condition of an underground mine, it is necessary to carry out the calculations that are able to check both the local and global stability of the rock mass. In the studied example, this approach has been applied with the development of analytical and numerical parametric analyses and it has permitted to get the best orientation and to design the size of rooms and pillars.
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