Main-Roof Failure Modes And Their Effects On Longwall Shields

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 7
- File Size:
- 396 KB
- Publication Date:
- Jan 1, 1996
Abstract
From underground instrumentation data and from direct observation of longwall panels, it was demonstrated that growth of the main-roof overhang causes an extremely high roof weighting on the face supports. This can result in catastrophic effects on the supports when the roof-weighting intensity far exceeds the support capacity. In this paper, a comprehensive study was conducted on the characteristics of main-roof breakage and its effects on shields at different locations along the face. The study was based on monitored shield data, theoretical analysis and finite element analysis. With the help of theoretical analysis and numerical modeling, stress distribution and redistribution in the main roof were analyzed to define the main-roof failure modes and to understand the maximum roof-weighting intensity imposed on the shields. From this study, it was found that the effects of main-roof breakage on shields are chiefly related to the shield's initial-setting condition and to the final failure mode of the main roof.
Citation
APA:
(1996) Main-Roof Failure Modes And Their Effects On Longwall ShieldsMLA: Main-Roof Failure Modes And Their Effects On Longwall Shields. Society for Mining, Metallurgy & Exploration, 1996.