| Issue |
E3S Web Conf.
Volume 109, 2019
International Conference Essays of Mining Science and Practice
|
|
|---|---|---|
| Article Number | 00055 | |
| Number of page(s) | 7 | |
| DOI | https://doi.org/10.1051/e3sconf/201910900055 | |
| Published online | 09 July 2019 | |
Method of calculating the parameters of the mountain pressure epure
1
National Metallurgical Academy of Ukraine, 49600, Dnipro, Haharina Ave., 4, Ukraine
2
Oles Honchar Dnipro National University, 49010, Dnipro, Haharina Ave., 72, Ukraine
3
Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine, 49005, Dnipro, Simferopolska Str., 2a, Ukraine
* Corresponding author: vleonid1937@gmail.com
Elevated bearing load pressure is formed near the exposed part of the coal seam, compared with static stresses normal to the reservoir. The loading of the near-bottom part of the coal seam is formed by linearly damped, according to the principle of Saint-Venant, from the bottom of the face to the massif of the tangential stresses from contact friction between the formation and lateral enclosing rocks in the form of a reference rock pressure, the epure of which is described by a convex quadratic function whose initial value is normal stress at the top of the bottom hole fracture, and the final stress is to the rock pressure in the zone of the intact massif. In connection with the above scientific position, a method has been developed for determining the vertical normal stress at the top of the bottom hole fracture, the length of the epure, and the distance from the bottom to the maximum of the reference pressure.
© The Authors, published by EDP Sciences, 2019
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