Why Some Bolted Mine Roofs Fail ? Introduction

Society for Mining, Metallurgy & Exploration
Robert M. Cox
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
23
File Size:
458 KB
Publication Date:
Jan 1, 1973

Abstract

Systematic roof bolting has proven to be a very effective method of mine roof control; however, major roof failures still occur and roof falls still remain the number one occupational hazard of underground miners. Why do some bolted mine roofs fail, while the vast majority of bolted mine roof remains stable and safe to work under? Observations of numerous roof failures indicate that most of the major roof failures* are associated with either: 1) Jointing, faulting or other structural fracture zones; 2) massive shale beds of lenticular structure, or 3) thinly laminated sand-shales. The jointing and faulting present an obvious weakness in the roof rock structure; whereas, the massive shales and laminated sandy-shales create a roof structure with low shear strength and/or modulus of deformation. An observation of major significance is that most bolted mine roofs fail as a unit, and that the thickness of the fall is roughly equivalent to the roof bolt length (See Figure 1). In fact, several operators have experienced the phenomenon of an increase in roof fall thickness with an increase in roof bolt length.
Citation

APA: Robert M. Cox  (1973)  Why Some Bolted Mine Roofs Fail ? Introduction

MLA: Robert M. Cox Why Some Bolted Mine Roofs Fail ? Introduction. Society for Mining, Metallurgy & Exploration, 1973.

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