An Innovative Approach for Gob-Side Entry Retaining With Thick and Hard Roof: A Case Study
An innovative roadway layout in a Chinese colliery based on gob-side entry retaining (GER) with thick and hard roof (THR) was introduced. Suspended roof is left with a large area in GER with THR, which leads to large area roof weighting (LARW). LARW for GER with THR and mechanism of shallow-hole bla...
Saved in:
Published in | Tehnički vjesnik Vol. 25; no. 4; pp. 1028 - 1036 |
---|---|
Main Authors | , , , , , , |
Format | Journal Article Paper |
Language | English |
Published |
Slavonski Baod
University of Osijek
01.08.2018
Josipa Jurja Strossmayer University of Osijek Strojarski fakultet u Slavonskom Brodu; Fakultet elektrotehnike, računarstva i informacijskih tehnologija Osijek; Građevinski i arhitektonski fakultet Osijek Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek |
Subjects | |
Online Access | Get full text |
Cover
Loading…
Summary: | An innovative roadway layout in a Chinese colliery based on gob-side entry retaining (GER) with thick and hard roof (THR) was introduced. Suspended roof is left with a large area in GER with THR, which leads to large area roof weighting (LARW). LARW for GER with THR and mechanism of shallow-hole blasting to force roof caving in GER were expounded. Key parameters of shallow-hole blasting to force roof caving are proposed. LS-DYNA3D was used to validate the rationality of those key parameters, and UDEC was used to discuss and validate shallow-hole blasting to force roof-caving effect by contrast to the model without blasting and the model with shallow-hole blasting. Moreover, shallow-hole blasting technology to force roof caving for GER with THR was carried out in the Chinese colliery as a case study. Field test indicates that shallow-hole blasting technology effectively controls ground deformation of GER with THR and prevents LARW. |
---|---|
Bibliography: | 204449 |
ISSN: | 1330-3651 1848-6339 |
DOI: | 10.17559/TV-20160816155022 |