| نویسندگان | Hadi Farhadian,Hossain Noferesti |
| نشریه | The Southern African Institute of Mining and Metallurgy |
| شماره صفحات | 591-597 |
| شماره سریال | 120 |
| شماره مجلد | 10 |
| نوع مقاله | Full Paper |
| تاریخ انتشار | 2020 |
| رتبه نشریه | ISI |
| نوع نشریه | چاپی |
| کشور محل چاپ | افریقای جنوبی |
| نمایه نشریه | ISI،JCR،Scopus |
چکیده مقاله
Blasting, which is carried out regularly in open-pit mines, causes considerable ground vibration in the
vicinity of the blasting site. These vibrations may affect the stability of mine slopes, causing problems
in safety and constituting a hazard to life and property. In this study, the effect of the blasting-induced
vibrations on slope stability was investigated using finite element (FE) analysis. A pit slope containing a
fault was examined under seismic loading caused by successive explosions with varying intensity. Some
reference points were selected above/under the fault surface and their motions recorded during the FE
analysis. The results show that the points above the fault surface have the greatest displacement, while
below the fault surface, only minimal (negligible) motions occur. Also, the intensity of the explosion has
the greatest impact on motions at the upper points, but below the fault surface, the effect of the blast
intensity was minimal. Usually, each explosion causes only small displacements in the mine slopes, but
the destabilizing effect of repeated weekly blasts is significant, as confirmed in the present study. A
sensitivity analysis proved a direct relationship between both the shear stiffness and friction angle of
the fault surface and the motions of upper reference points. Likewise, in the presence of underground
water pressure, the blasting-induced movements increase sharply.
لینک ثابت مقاله