Mechanism on simulation and experiment of pre-crack seam formation in stope roof

HU Jian-hua(胡建华)^{1, 2}, LEI Tao(雷涛)^{1, 2}, ZHOU Ke-ping(周科平)^{1, 2}, LIU Lang(刘浪)¹, LAO De-zheng(劳德正)³

(1. Hunan Key Lab of Mineral Resources Exploitation and Hazard Control for Deep Metal Mines,
Changsha 410083, China;
2. School of Resources and Safety Engineering, Central South University, Changsha 410083, China;
3. School of Civil and Resource Engineering, University of Western Australia,
Western Australia 6009, Australia)

Abstract:The pre-crack blast technology has been used to control the induction caving area in the roof. The key is to form the pre-crack seam and predict the effect of the seam. The H-J-C blast model was built in the roof. Based on the theories of dynamic strength and failure criterion of dynamic rock, the rock dynamic damage and the evolution of pre-crack seam were simulated by the tensile damage and shear failure of the model. According to the actual situation of No. 92 ore body test stope at Tongkeng Mine, the formation process of the pre-crack blast seam was simulated by Ansys/Ls-dyna software, the pre-crack seam was inspected by a system of digital panoramic borehole camera. The pre-crack seam was inspected by the system of digital panoramic borehole in the roof. The results of the numerical simulation and inspection show that in the line of centers of pre-hole, the minimum of the tensile stress reaches 20 MPa, which is much larger than 13.7 MPa of the dynamic tensile strength of rock. The minimum particle vibration velocity reaches 50 cm/s, which is greater than 30-40 cm/s of the allowable vibration velocity. It is demonstrated that the rock is destroyed near the center line and the pre-crack is successfully formed by the large diameters and large distances pre-crack holes in the roof.

Key words:induction caving; dynamic damage model; pre-crack seam; numerical simulation; digital borehole camera