Ground Deformation In The Case Of Underground Mining Of Thick And Dip Coal Seams In The Jiu Valley Basin

- Organization:
- International Conference on Ground Control in Mining
- Pages:
- 6
- File Size:
- 1932 KB
- Publication Date:
- Jan 1, 1999
Abstract
The phenomena developed on the influence of thick coal seam no.3 mining, by horizontal slices and rocks caving roof control, in the Jiu Valley coal basin, are very complex. By analyzing the influence volume of underground faces and defining the stress and strain zones, around the faces, it is possible to evaluate the suitable powered support performances. Also, Jiu Valley thick coal seams involve about 50% of reserve balance in the main safety pillars of social, industrial and natural objectives, situated on the mining surface perimeters. For a correct design and drawing of main safety pillars complex research was done with the aim of establishing the subsidence parameters. Upper face rocks medium could be assimilated as a granular medium, which is in a permanent movement. For describing the rocks movement, respectively the ground surface displacement, was taken into account the stochastic mechanics principles. The theoretical solutions are in accordance within situ measurements.
Citation
APA:
(1999) Ground Deformation In The Case Of Underground Mining Of Thick And Dip Coal Seams In The Jiu Valley BasinMLA: Ground Deformation In The Case Of Underground Mining Of Thick And Dip Coal Seams In The Jiu Valley Basin. International Conference on Ground Control in Mining, 1999.