Stabilizing and stability control of a cave-prone area in the Tverrfjellet mine, Norway

Arne M. Myrvang , Stein E. Hansen , Edvin Rian
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Abstract

In the Tverrfjellet Mine, mid Norway, serious stability problems have developed in connection with large open mining stopes. The problems may be related to high in situ horizontal rock stresses combined with unfavourable geometry. To stabilize the most critical area cable bolting has been used. Closely associated with the stabilizing measures is a caving warning system based upon eight borehole extensometers. Deformations in the rock mass in excess of 1 mm on any one of the extensometers will trigger red stop lights in vital haulageways passing through the threatened area. In the most critical area the deformation is continually monitored. About 1 ½ yr of operation have shown a steady decrease in deformation rate, indicating that the cable bolting works as planned. However, small deformations still take place, necessitating keeping the warning system operative until new by-pass haulageways are established.

The rock mechanics program in the mine also includes rock stress measurements and monitoring of stress change. A modified version of the doorstopper used for stress change monitoring has proved very promising.

挪威Tverrfjellet矿塌陷区的稳定与稳定控制
在挪威中部的Tverrfjellet矿,与大型露天采场有关的严重稳定性问题已经出现。这些问题可能与高的原位水平岩石应力以及不利的几何形状有关。为了稳定最关键的区域,使用了电缆螺栓。与稳定措施密切相关的是基于8个钻孔延伸仪的崩落预警系统。在任何一个延伸计上,岩体的变形超过1毫米,将触发通过受威胁地区的重要运输线路的红灯。在最关键的区域,持续监测变形。大约1年半的运行表明,变形率稳步下降,这表明电缆锚固工作按计划进行。然而,小的变形仍然发生,有必要保持预警系统的运作,直到新的旁通铁路的建立。矿山的岩石力学程序还包括岩石应力测量和应力变化监测。用于应力变化监测的门挡的改进版本已被证明是非常有前途的。
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