Conference Proceedings
Ground Movement and Control Related to Coal Mining, Wollongong
Conference Proceedings
Ground Movement and Control Related to Coal Mining, Wollongong
Support of Longwall Workings in Thick Seam Extraction
The main components of face design are the power loader, face conveyor and powered support system and the interaction of these components determines the effectiveness of strata control._x000D_
A major influence upon the interrelationship of this equipment is the geological environment, of which seam thickness appears to play an important role. Recent thick seam experience indicates a significantly different characteristic behaviour pattern from that observed in thin seams The structural integrity of the face wall is particularly influenced by seam discontinuities such as natural joint planes and mining-induced fractures in the yield zone ahead of the faceline. In addition, the presence of stone bands or dirt partings in the seam offers interfaces for uncontrolled release of blocky material. Some case study experience at British collieries provides a comparison with performance data at a specific location, that highlights the importance of coal face layout and design.
A major influence upon the interrelationship of this equipment is the geological environment, of which seam thickness appears to play an important role. Recent thick seam experience indicates a significantly different characteristic behaviour pattern from that observed in thin seams The structural integrity of the face wall is particularly influenced by seam discontinuities such as natural joint planes and mining-induced fractures in the yield zone ahead of the faceline. In addition, the presence of stone bands or dirt partings in the seam offers interfaces for uncontrolled release of blocky material. Some case study experience at British collieries provides a comparison with performance data at a specific location, that highlights the importance of coal face layout and design.
Contributor(s):
A K Isaac, P E Smith
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- Published: 1986
- PDF Size: 0.721 Mb.
- Unique ID: P198603031