FEI Hong-Lu, YANG Wei-Feng, ZHANG Guo-Hui, HAO Wei-Dong. Surrounding rock stability of mined-out area under blast loading in metal mine pillar robbing[J]. Explosion And Shock Waves, 2013, 33(4): 344-350. doi: 10.11883/1001-1455(2013)04-0344-07
Citation:
FEI Hong-Lu, YANG Wei-Feng, ZHANG Guo-Hui, HAO Wei-Dong. Surrounding rock stability of mined-out area under blast loading in metal mine pillar robbing[J]. Explosion And Shock Waves, 2013, 33(4): 344-350. doi: 10.11883/1001-1455(2013)04-0344-07
FEI Hong-Lu, YANG Wei-Feng, ZHANG Guo-Hui, HAO Wei-Dong. Surrounding rock stability of mined-out area under blast loading in metal mine pillar robbing[J]. Explosion And Shock Waves, 2013, 33(4): 344-350. doi: 10.11883/1001-1455(2013)04-0344-07
Citation:
FEI Hong-Lu, YANG Wei-Feng, ZHANG Guo-Hui, HAO Wei-Dong. Surrounding rock stability of mined-out area under blast loading in metal mine pillar robbing[J]. Explosion And Shock Waves, 2013, 33(4): 344-350. doi: 10.11883/1001-1455(2013)04-0344-07
By taking the engineering geology of the Fe-Zn polymetallic ore in Chaobuleng mine as an example, based on the blast damage theory of rock, the FLAC-3D software was adopted and ultrasonic tests were carried out to systematically explore the cumulative damage development in the surrounding rock of the re-exploited tunnel. In the above investigation, the surrounding rock was impacted by blasting for many times in the section excavation process. And the re-exploitation of the tiberium spike under the mined-out area adjacent to the re-exploited tunnel was numerically simulated. Thereby the stability of the surrounding rock of the mined-out area was analyzed. It is helpful for engineering application.