Szczegóły publikacji
Opis bibliograficzny
The impact of the low throw fault on the stability of roadways in a hard coal mine / Piotr MAŁKOWSKI, Łukasz OSTROWSKI, Piotr Bachanek // Studia Geotechnica et Mechanica ; ISSN 0137-6365. — 2017 — vol. 39 no. 1, s. 63–72. — Bibliogr. s. 72, Abstr.
Autorzy (3)
- AGHMałkowski Piotr
- AGHOstrowski Łukasz
- Bachanek Tomasz
Słowa kluczowe
Dane bibliometryczne
| ID BaDAP | 105712 |
|---|---|
| Data dodania do BaDAP | 2017-06-16 |
| DOI | 10.1515/sgem-2017-0006 |
| Rok publikacji | 2017 |
| Typ publikacji | artykuł w czasopiśmie |
| Otwarty dostęp |  |
| Czasopismo/seria | Studia Geotechnica et Mechanica |
Abstract
Ensuring roadways stability in hard coal mines is one of the main challenges faced by engineers. A changeable geological structure have caused the roadway's conditions to vary, thus influencing its stability. One of the causes of those changes is the presence of a previously undiscovered fault zone (small faults crossed the roadway) within which a significant convergence or support deformation may occur. The paper presents the impact of low throw faults on the degree of convergence of roadways. Convergence is determined for two roadways in the hard coal mine. A special measuring stations have been installed in one of the roadways, and they have carried out constant measurements for 15 months. In the other roadway, the degree of convergence has been determined on the basis of an on-site verification and comparison of the measurements obtained and the initial values, based on the roadway's records. On the basis of the obtained convergence results, the impact of a single fault and the entire fault zone on the roadway stability has been determined. The impact of a single, low throw fault results in a 30% higher vertical convergence than in the case of roadways free of geological disturbance. In the roadway section located in the fault zone, vertical convergence is 4 times higher than in the case of sections free of disturbance impact. The floor heaving constitutes ca. 90% of vertical convergence both for roadway sections situated within the faulted zones and for sections free of the influence of any additional factors.