New Era in Longwall Top Coal Caving Geomechanics

- Organization:
- International Conference on Ground Control in Mining
- Pages:
- 7
- File Size:
- 690 KB
- Publication Date:
- Jan 1, 2007
Abstract
Longwall Top Coal Caving (LTCC), as the most attractive method for thick coal seams, has been suffering from insufficient geomechanical understanding for the past few years. Cavability without doubt is the most critical geomechanical issue associated with the top coal caving method. A discontinuum method has been used for comprehensive modeling of LTCC operation by using the Universal Distinct Element Code (UDEC). In addition Particle Flow Code (PFC) and Phase2 were used as support for the caving mechanics analysis. Although the previous researches of gravity flow in caving operations neglected the effect of continuous span expansion, it has been observed in this study that face advancement has a great impact on roof symmetrical behavior. The amount of symmetry fluctuates between different face distances. Horizontal displacement seems to be the best indication for roof symmetrical evaluations. Two critical caving conditions have been modeled and parameters such as horizontal displacement, caving angle and recovery rate have been compared thoroughly. Results show that unsymmetrical behavior on the roof is closely related to face stability.
Citation
APA:
(2007) New Era in Longwall Top Coal Caving GeomechanicsMLA: New Era in Longwall Top Coal Caving Geomechanics. International Conference on Ground Control in Mining, 2007.