| Issue |
E3S Web Conf.
Volume 123, 2019
Ukrainian School of Mining Engineering - 2019
|
|
|---|---|---|
| Article Number | 01006 | |
| Number of page(s) | 13 | |
| DOI | https://doi.org/10.1051/e3sconf/201912301006 | |
| Published online | 22 October 2019 | |
Assessment of the mutual influence of deformation-strength characteristics of the fastening system elements
1 Dnipro University of Technology, Department of Underground Mining, 19 Yavornytskoho Ave., 49005 Dnipro, Ukraine
2 Mineral and Energy Economy Research Institute of the Polish Academy of Sciences, 7 Wybickiego St., 31-261 Krakow, Poland
3 MM “Dniprovske”, PJSC “DTEK Pavlohradvuhillia”, 76 Soborna Ave., 51400 Pavlohrad, Ukraine
4 MM “Heroiv Kosmosu”, PJSC “DTEK Pavlohradvuhillia”, 76 Soborna Ave., 51400 Pavlohrad, Ukraine
* Corresponding author: kovalevska_i@yahoo.com
The degree of influence has been determined of diversified deformation-strength characteristics of load-bearing elements in the fastening system of the preparatory mine workings, while maintaining them in a laminal massif of soft rocks. The analysis has been performed of multivariate computational experiments of the stress-strain state of the load-bearing elements of the fastening system in the preparatory mine workings from the position of the mutual influence of their deformation-strength characteristics and the support loading as a whole. An analysis is represented of the mutual influence of the operation modes of the mine working support elements between themselves and the fastening system as a whole; it has been studied the stress-strain state of the mine working fastening system with a central hydraulic prop stay, as well as a significant increase in reliability of the support performance has been analysed and determined. The tendency has been substantiated of minimizing the load on the mine working fastening system – increasing the coherence of the diversified operation modes of fastening elements by enhancing preferentially the yielding property of the rigid element. The application has been substantiated of the central yielding prop stays of the strengthening support of a frame in case of intensive rock pressure manifestation in the zone of the stope works active influence.
© The Authors, published by EDP Sciences, 2019
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