Effect of In Situ Stresses on the Stability of Mine Roof Bolts

The stresses in the materials surrounding an underground opening are dependent upon the virgin stress field, the geometry of the opening and changes in boundary conditions as mining progresses. For most underground openings, especially in coal mines, roof bolts are installed to help stabilize the opening. While most parameters in roof bolt design and installation have been thoroughly investigated, the effect of the initial stress field on the effectiveness of roof bolts has not been recognized. This paper summarizes the results of investigation of the effect of the initial stress field on the performance of mine roof bolts. Roof bolt installations are duplicated in the laboratory utilizing conventional roof bolt frame, commercial roof bolts and shells, mine torque wrench, and encapsulated rock specimens for anchorage. A special and primary feature of the laboratory setup is the addition of a loading system for generating confining stresses within the rock surrounding the anchor. For this preliminary study, different levels of hydrostatic stress fields were induced at the anchorage specimen, instrumented roof bolts were installed in the usual manner, and the bolt load loss-with-time observed. Statistical analysis of data showed that the stress field at the anchorage horizon has a considerable influence on the mine roof bolts, i.e. the higher the stress level, the higher the anchorage efficiency.